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Home My WebLink About6442 Bradford Woods DrT man M9 U IP u It e L�, r%,mim, to m P APPLICABLE CODES WIDTH DEPTH SHEET LIST TABLE 40'-0" 64'-8" - THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: -FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL -2014 NATIONAL ELECTRIC CODE -BUILDING TYPE: VB LOT SPECIFIC AREA TABLE Sheet Number Sheet Title Description TOTAL GO.01 Cover Sheet :CONDITIONED SPACE GO.02 General Notes CMU-1ST FLOOR BASE PLAN 1651 SF A1.11 1st Floor Plan CMU-2ND FLOOR BASE PLAN 1243 SF A1.21 2nd Floor Plan 2894 SF A2.01 Front Elevation & Details :NON -CONDITIONED SPACE CMU—COVERED LANAI 260 SF CMU—FRONT PORCH ELEV C2 100 SF CMU—GARAGE 2 CAR 416 SF 776 SF A2.02 Side & Rear Elevations & Roof Plan E1.11 E1.12 E1.21 E1.22 P1.11 1st Floor Electrical Plan 1st Floor Electrical Options 2nd Floor Electrical Plan 2nd Floor Electrical Options 1st Floor Plumbin Plan 3670 SF P1.21 2nd Floor Plumbing Plan SO.OA S1.0A S1.1 A S1.2A S1.2B S2.OA S2.06 S3.OA S3.06 S3.OD CONTROL DATE GENERAL NOTES LOT SPECIFIC OPTION SELECTIONS 03-23-2019 Elevation Choices Craftsman (CR202) FirstFloor Hate Height» 9 —4Plate Height Kitchen Layout Choices Layout 4 Laundry Layout Choices Layout 2 Additional Hose Bib Location Rear Exterior First Floor Wall CMU Exterior Wall Exterior Second Floor Wall Choices 2x4 Exterior Wall Bath 2 Shower Choices Shower Flex Room Ceiling Choices Tray Ceiling Flex Room Choices Bedroom 5 Garage Bay Choices 2—Car Front Load Garage Handing Garage Right Garage Water Heater Choices Electric Water Heater Garage to House Entry Stepped Entry Gathering Hoom Ceiling Flat Ceiling Gathering Room Door Choices Sliding Glass Door LOT SPECIFIED PLAN INFORMATION Owner's Bath Layout Choices Owner's Bath Layout 1 Owner's Suite Ceiling Choices Flat Ceiling Hear Living Area Kitchen Outdoor Kitchen CustomerName Market Home, 6871-04401 Covered Lanai Covered Patio Loft Ceiling Choices Flat Ceiling Wind Speed Choices Wind Speed 140 Address Configuration Choices Configuration B 6442 BRADFORD WOODS DRIVE ZEPHRYHILLS FL 33542 Community 6871 OAKS OF PASCO 6871-04401 ALL WORK SHALL CO Ly WITHPREVAILING CODES FLORID: BUI, ODE, NATIONAL ELHYRIiILLS AND THE CITY orZr- ORDINANCES _ 10 �\ \ O�'� 0 � M C J, W cn o 0 o A� V� c� ob N � *PulteGroup- .1c PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE SPECIFICATION LEVEL Pulte lPLAN NAME Whitestone NPC CHILD NUMBER 2117.501 I ET GO.011 N CD O N O N 0 0 GENERAL NOTES — DO NOT SCALE DRAWINGS — ALL WORK MUST BE COMPLETED TO THE APPLICABLE FLORIDA BUILDING CODES — ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO A PULTE REPRESENTATIVE — CONTRACTORS SHALL MAINTAIN A CLEAN JOB SITE — CONTRACTORS ARE RESPONSIBLE TO FOLLOW ALL APPLICABLE OSHA REGULATIONS TERMITE PROTECTION — TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES AND A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT Room TM PUlte(31 U — SOIL TREATMENT, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD ARE ACCEPTABLE FORMS OF TREATMENT — INSPECTION FOR TERMITES o PROVIDE 6" CLEARANCE FROM GRADE WITH EXTERIOR WOOD FRAMED WALLS ■ .4' CLEARANCE REQUIRED AT GARAGES AND PORCHES EXTERIOR — WATER RESISTANCE o THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER—RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. ■ THIS IS NOT REQUIRED OVER CMU — FLASHING o APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED IN A SHINGLE FASHION PER R703.4 — EXTERIOR PLASTER o EXTERIOR PLASTER SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C926, ASTM C1063 AND R703.7 — LATH o LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 %' LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 7/8' LONG, 16 GAGE STAPLES, SPACE NOT MORE THAN 6" INTO FRAMING MEMBERS o WEEP SCREEDS, A minimum 0.019—inch (0.5 mm) (No. 26 galvanized sheet gage), corrosion —resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 inches (89 mm) shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C926. The weep screed shall be placed not less than 4 inches (102 mm) above the earth or 2 inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the exterior of the building. The weather —resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate on the attachment flange of the weep screed. — SIDING o FIBER —CEMENT SIDING IS TO BE INSTALLED IN ACCORDANCE WITH ASTM C1186 AND R703.10 — MASONRY o BRICK IS TO BE INSTALLED PER R703.8 o ADHERED MASONRY IS TO BE INSTALLED PER R703.12 ROOFING — UNDERLAYMENT R905.1.1 o Unless otherwise noted underlayment for asphalt shingles, metal roof shingles, mineral —surfaced roll roofing, slate and slate —type shingles, wood shingles, wood shakes and metal roof panels shall conform to the applicable standards listed in this chapter. Underloyment materials required to comply with ASTM D226, D1970, D4869 and D6757 shall bear a label indicating compliance to the standard designation and, if applicable, type classification indicated in Table R905.1.1. Underlayment shall be applied and attached in accordance with Table R905.1.1. ■ Exception: A reinforced synthetic underlayment that is approved as an alternate to underlayment complying with ASTM D226 Type II and having a minimum tear strength in accordance with ASTM D1970 or ASTM D4533 of 20 pounds shall be permitted. This underlayment shall be installed and attached in accordance with the underloyment attachment methods of Table R905.1.1 for the applicable roof covering and slope, except metal cap nails shall be required where the ultimate design wind speed, equals or exceeds 150 mph. — FLASHING R903.2 o Flashings shall be used to seal roofing systems, where the system is interrupted or terminated and shall be installed in a manner that prevents moisture from entering the wall and roof through joints in copings, through moisture permeable materials and at intersections with parapet walls and other penetrations through the roof plane. — ASPHALT SHINGLES SHALL BE INSTALLED PER R905.2 — CLAY AND CONCRETE TILE SHALL BE INSTALLED PER R905.3 — METAL ROOF SHINGLES SHALL BE INSTALLED PER R905.3.8 VENTILATION / ATTIC ACCESS — MIN. NET FREE VENTILATION SHALL BE 1 /150 OF THE AREA OF VENTED SPACE WHEN USING SOFFIT VENTS ONLY PER R806.2 — MIN. NET FREE VENTILATION SHALL BE 1/300 OF THE AREA OF VENTED SPACE WHEN USING A GENERAL NOTES COMBINATION OF ROOF AND SOFFIT VENTS PER R806.2 o 40%-50% OF REQUIRED VENTILATION SHALL BE PROVIDED IN THE UPPER PORTION OF THE ATTIC LOCATED NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE. THE REMAINING VENTILATION SHALL BE OBTAINED THROUGH SOFFIT VENTS — PROVIDE MIN. 1" FREE SPACE BETWEEN INSULATION AND ROOF SHEATHING — ATTIC ACCESS IS REQUIRED WHEN THE HEIGHT IS GREATER THAN 30" AND THE AREA IS GREATER THAN 30 SF o THE HEIGHT IS MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE BOTTOM OF THE ROOF FRAMING MEMBERS o MIN. ATTIC ACCESS SIZE IS TO BE 22x30" WITH 30' OF UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE FIRE—RESISTANT CONSTRUCTION — DOORS FROM GARAGE TO THE RESIDENCE SHALL BE SOLID WOOD OF NOT LESS THAN 1 3/8' IN THICKNESS, SOLID OR HONEYCOMB —CORE STEEL DOOR NOT LESS THAN 1 3/8" IN THICKNESS OR A 20—MIN. FIRE —RATED DOOR — DUCTS IN THE GARAGE AND DUCTS PENETRATING WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH R302.5.3 — %' GYP. BOARD SHALL BE INSTALLED ON GARAGE SIDE OF WALLS ABUTTING THE RESIDENCE AND GARAGE CEILING WITHOUT HABITABLE ROOMS ABOVE — 5/8' GYP. BOARD SHALL BE INSTALLED ON GARAGE CEILING W/ HABITABLE ROOMS ABOVE — %" GYP. BOARD SHALL BE INSTALLED UNDER STAIRS FOR ENCLOSED ACCESSIBLE SPACES — FIREBLOCKING SHALL BE INSTALLED PER R302.11 — DRAFTSTOPPING SHALL BE INSTALLED PER R302.12 AND SHALL NOT EXCEED 1,000 SF. DRAFTSTOPPING SHALL DIVIDE THE SPACE IN APPROXIMATELY EQUAL AREAS WINDOWS/DOORS — FIELD SHALL VERIFY ALL WINDOW/DOOR ROUGH OPENINGS — PROVIDE EMERGENCY ESCAPE AND RESCUE WINDOW OR DOOR IN ALL BEDROOMS PER R310 o (*) DENOTES WINDOW SHALL COMPLY WITH EMERGENCY ESCAPE AND RESCUE (EERO) REQUIREMENTS o OPENINGS SHALL NOT BE LESS THAN 5.7 SF WITH A NET CLEAR OPENING OF MIN. 24" H AND MIN. 20" D o EERO WINDOW SILLS SHALL BE INSTALLED NO MORE THAN 44" A.F.F. — ONE EGRESS DOOR SHALL BE PROVIDED PER DWELLING UNIT WITH A CONTINUOUS AND UNOBSTRUCTED PATH WITHOUT GOING THROUGH A GARAGE o MIN. CLEAR, WIDTH 32" WHEN OPEN AT 90 DEGREES o MIN. HEIGHT 78" o FINISHED FLOOR SHALL BE MAX. 1 1 /2' BELOW TOP OF THRESHOLD o PORCH SHALL BE MAX. 7-3/4" BELOW TOP OF THRESHOLD FOR IN —SWING DOORS — OPENINGS SHALL BE PROTECTED IN WIND —BORN DEBRIS AREAS IN ACCORDANCE WITH R301.2.1.2 — TEMPERED GLASS SHALL BE INSTALLED WITH THE FOLLOWING o FIXED AND OPERABLE PANELS IN DOORS ■ GLAZING WITHIN 24" OF EITHER SIDE OF DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION ■ GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGE SIDE OF AN IN —SWING DOOR. o WINDOWS ■ GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: • WHEN EXPOSED AREA IS OVER 9 SF • BOTTOM EDGE OF GLAZING IS LESS THAN 18" A.F.F. • THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES (914 MM) ABOVE THE FLOOR; AND • ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES (914 MM), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING o WINDOWS ADJACENT TO THE BOTTOM STAIR LANDING ■ WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE WALKING SURFACE ■ WHEN GLAZING IS WITHIN 60' OF BOTTOM STAIR LANDING o WET AREAS ■ GLAZING IN WALLS OR ENCLOSURES CONTAINING OR FACING HOT TUBS, SPAS, BATHTUBS, SHOWERS OR SWIMMING POOLS SHALL BE TEMPERED IF SILL HEIGHT IS LESS THAN 60" A.F.F., MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. ■ SHOWER AND/OR TUB ENCLOSURES SHALL BE TEMPERED WOOD — ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE —PRESERVATIVE —TREATED WOOD INSULATION — INSULATION SHALL BE INSTALLED PER APPROVED LOT SPECIFIC ENERGY CALCULATIONS — INSULATE, THERMO—PLY AND SEAL AREAS BEHIND TUBS OR SHOWERS ON EXTERIOR WALLS — INSTALL WOOD SHEATHING OR THERMO—PLY ON ATTIC SIDE WHEN CONDITIONED SPACE ABUTS UNCONDITIONED ATTIC SPACE TO CREATE A 6—SIDED INSULATION ASSEMBLY DRYWALL — %' SAG —RESISTANT GYPSUM CEILING BOARD SHALL BE USED ON CEILINGS WITH 24" O.C. SPANS ACCESSIBILITY — ONE BATHROOM LOCATED ON HABITABLE GRADE LEVELS SHALL PROVIDE A DOOR THAT HAS A 29" CLEAR OPENING PER R320.1.1. A POWDER BATH CAN BE USED IF THERE ARE NO BATHS ON THE GROUND FLOOR WITH A TUB OR SHOWER o ALL DOORS LEADING TO THE BATHROOM INCLUDING PRIVATE WATER CLOSET DOORS SHALL MEET THIS REQUIREMENT. o CLEAR OPENING CAN BE ACHIEVED WITH A 2/8 SWING DOOR OPENED AT 90 DEGREES OR A 2/6 POCKET DOOR SITE ADDRESS — BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS SHALL BE NO LESS THAN 4" IN HEIGHT AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY GUARDS AND WINDOW FALL PROTECTION — GUARDS SHALL BE PROVIDED WHEN WALKING SURFACES ARE LOCATED MORE THAN 30' ABOVE GRADE (WITHIN 24" HORIZONTALLY) OR A.F.F. — GUARDS SHALL BE MIN. 36' o EXCEPTION: 34" IS ALLOWED IF THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDE OF THE STAIRS — GUARDRAILS SHALL NOT INCLUDE OPENINGS THAT WILL ALLOW THE PASSAGE OF A 4" SPHERE — WINDOWS WHERE THE TOP OF THE SILL IS LESS THAN 24' A.F.F. AND GREATER THAN 72" ABOVE FINISHED GRADE OF OTHER SURFACE SHALL HAVE A WINDOW OPENING CONTROL DEVICE INSTALLED STAIRS — MIN. CLEAR WIDTH 36" o HANDRAILS SHALL NOT PROJECT MORE THAN 4 1h' ON EITHER SIDE OF THE STAIRWAY — MIN. HEADROOM 6'-8" — MAX. RISE 7-3/4" — MIN. TREAD DEPTH 10" — HANDRAILS o 34"-38" ABOVE SLOPE PLANE o HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT ON STAIRWAYS OF MORE THAN FOUR RISERS 0 1 '/"-2" GRIP SIZE OR GRASPABLE FINGER RECESS ELECTRICAL — SMOKE ALARMS COMPLYING WITH NFPA 72 SHALL BE INSTALLED: o IN EACH SLEEPING ROOM o OUTSIDE EACH SLEEPING ROOM o ON EACH ADDITIONAL STORY o CANNOT BE INSTALLED WITHIN 3' HORIZONTALLY OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER — SMOKE ALARMS SHALL BE HARD —WIRED W/ BATTERY BACKUP AND INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL ALARMS — CARBON MONOXIDE ALARMS ARE REQUIRED TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS o COMBINATION SMOKE/CARBON MONOXIDE ALARMS ARE PERMITTED — THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE — GROUND —FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED OUTDOORS, IN BATHROOMS, IN KITCHENS, GARAGES, LAUNDRY AND AT DISHWASHER SHALL HAVE GFCI CIRCUIT BREAKERS OR RECEPTACLES — BRANCH CIRCUITS THAT SUPPLY 120—VOLT, SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED IN KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS SHALL BE PROTECTED WITH ARC —FAULT CIRCUIT —INTERRUPTER PROTECTION PER FBCR E3902.16 AND SHALL BE LISTED AS TAMPER —RESISTANT — NOT LESS THAN 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH —EFFICACY LAMPS OR NOT LESS THAN 75 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH —EFFICACY LAMPS CO M .o A� v� U� as 0 N � *PulteGroup- 60 O N � o o W PRODUCT MANAGER RELEASE PROJECT TYPE Sinele Famb SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET GO.02 N 00 I , I 8X8 CMU °° COLUMN OVER 16X16 BASE I 0 40'-0' 26'-0' 14 11'-0" 1'-4' It 11'-0' SOFFIT SOFFIT — — — — — — — — — — — — — — — — — — — — — — — — — — I 1 y 1 N I y I m COVERED LANAI 1 I I 1 1 I 1 I y 6080 SGD I (3) 25 SH i CAFE 2 U I N co _ CDl- O W cy ►.1..1u o 3 ----------- \ 1 1 z 1 1 �yl 1 1 F------ �--� O 1 /TII. i ' DWXI 00 13 �O O o= o c n.i 3 Oo�il g'_�!' ;-_ I 1 3 , � � 1 i � I ft , I 5'- 8'-tw KITCHEN V1S/1R_ 4/0 BP _ BEDROOM 5 13'-5u' 6'-11' 26 SH 13'-2' 6'-3" 25-1 GATHERING ROOM 42" KNEEWALL 3 OPT. OPEN RAIL KNEE WA�1 ■ arni;*, ES Ili, r-2' * (2) t5 SH 14'-w OWNER'S SUITE 2'-3' FRAME SLOPED CEILING TO MATCH SLOPE OF STAIR 9'-6" 5-11" ' 6' X60" o I 0 o M o I i HANDRAILellw MIN rm y - APPROX. , C. OF AC •D LAUNCID DRY I MOVE AS Q'D O� 04 ,. • ;n - ..�.. w ENTRY ■ ®®i • LUMBING 1•,• © V T LOCATION ... 3' 6'-10' 6'-10" FIRST FLOOR PLAN SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-0" ON 1107 PAPER) 3'-0' 0 1 0 19'-w J --------------- 2 CAR GARAGE --------------------- 1 I n I 1 I I I 1 I 1 1 1 1 1 1 1 1 i 1 1 1 I I 1 1 I STONE —L 2'-0" 0 I N LEGEND MASONRY - CONC. BLOCK OR BRICK WALL 2X FRAME WALL PER PLAN OL ELEV. ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0" �c DENOTES EMERGENCY ESCAPE & RESCUE OPENING 7-1/4T DROPPED CEILINGS ARE TO BE FIELD FRAMED DOWN FRAME DOWN FROM THE BOTTOM OF THE TRUSSES 7-1/2' U.N.O. 12T CEILING TRAYS ARE TO BE RECESSED INTO THE TRAY UP TRUSSES 12' U.N.O. ALL DIMENSIONS ARE TO THE ROUGH UNLESS NOTED OTHERWISE. -20 WALLS ARE DRAWN 3 1/2' THICK -2x6 WALLS ARE DRAWN 5 1/2' THICK -8" BLOCK WALLS WITH FURRING ARE DRAWN 9" THICK INCLUDING FURRING N N a O U MM GO M 0 � � � o A� �MM � N U O � Cn N n llkPultoGroup- r.. o � T O N O O O O � � PRODUCT MANAGER RELEASE DATE: Xx /xx /xxxx PROJECT TYPE Sin a Famflyj SPECIFICATION LEVEL FWte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A1.11 _ 3 -o 0 a 0 0 v N fV Q 0 O N O N 1_ CD ILI 0 U LEGEND �U MASONRY - CONC. BLOCK OR BRICK WALL 2X FRAME WALL PER PLAN E� LEy. ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FINISH FLOOR DATUM = 0'-0" ;k DENOTES EMERGENCY ESCAPE & RESCUE OPENING 7-1/4T DROPPED CEILINGS ARE TO BE FIELD FRAMED DOWN FRAME DOWN FROM THE BOTTOM OF THE TRUSSES 7-1/2' U.N.O. 12:f CEILING TRAYS ARE TO BE RECESSED INTO THE TRAY UP TRUSSES 12' U.N.O. ALL DIMENSIONS ARE TO THE ROUGH UNLESS NOTED OTHERWISE. -2x4 WALLS ARE DRAWN 3 1/2" THICK -2x6 WALLS ARE DRAWN 5 1/2" THICK -8' BLOCK WALLS WITH FURRING ARE DRAWN 9" THICK INCLUDING FURRING F 11'-4" 1�0 D 4" FL 9'-4" 40'-0' TRUSS BRG."V 13'-6 1/2' 5-3 1 /2' 2'-0' 19'-2' 1 " 8 -0 v 5-11 1/2' 7'-10 1/2' q R 4m co HANDRAIL N 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 I 1 1 I 1 1 1 I 1 1 1 1 1 1 1 I 1 1 I I 1 1 1 1 I 1 1 1 1 1 I I I I 1 31 Oi I I 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I I 1 1 1 1 1 1 1 1 I 1 1 I 1 O I O M 1 1 1 1 1 I I 1 1 I 1 1 I 1 " 01 -0 N LO O 11'-11 1/2" M �°`-'° 42" KNEEWALL ql ATB OPT. OPEN RAIL R BEDROOM 2 11 I R I CV BATH 2 � 1 i TR N LOFTM O V N STAIR CALCS. \ ' 3-5 1 /2" 3'-3 1/2 2 -0 °�, ' i FRAME -'I �;; ' i _ o Z FLOOR TO FLOOR HT. 10-8 3/4" OPENING ;; ( �\ M o " RISERS 17 0 t7-9/16' TREAD 17 010' 1R1S ATfc ss UTTmEL--_�_'� 1 m NOSING 1" R1S_ - O I 00 � o HANDRAIL 5'-3' 4'-10' 3'-11' 3'-0' N 1'-5 1/2' 15'-0" 4'4 1/2' GRASHANDPABLE11 -/2' MIN 1 1/2" MIN. AIL;1 L 1/4" MIN TO HANDRAIL � 1-1/2" MAX PLAN INT01X BEDROOM 3 4S N DIAMETER " —BACKER WIC �. M BD. 1R1S SECTION � BEDROOM 4 %K I STAIR DIAGRAM 4 , 2" / 10" 3050 SH* 3050 SH* 2030 FIXED( MP) ai' TREAD o o WIC R N ull to to y 1' NOSING 41 2' o — — — — — — — — — 1R1S 3050 SH* 3050 SH* 7'-1" 3'-0" 3'-0" 10'-0" 10'-0" qk 6'-0" 20'-0" 40'-0" SECOND FLOOR PLAN SCALE 1 /4" = 1'-0" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) lkPulteGroup- cc O N ,.� O o O i a w � w � � N PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Single Fan-d SPECIFICATION LEVEL Nte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET A1,21 ----------------------------- 11 FRONT ELEVATION SCALE 1 /4' = 1'-0" (NOTE: SCALE 1 /8" = 1'-0" ON 110 PAPER) 11111111 III II 111 II IIII III 1111II III II I I 8' LAP PER SPEC C F G " 2" CMU HEADER DTL. SCALE: 1/2" = 1'-0' ,,,SIDING PER SPEC -""-TRIM BOARD NOTE: BOTTOM OF TRIM TO START MIN, 1' BELOW PLATE LINE (U.N.O.) RAKE DETAIL SCALE 1/2' = 1'-0' 5/4"x6' SMOOTH TRIM MATERIAL RIM SMOOTH TRIM MATERIAL ir 1'x4" SMOOTH TRIM MATERIAL 10 rf=1 'x4' SM001H TRIM MATERIAL FRAME HEADER DTL" SCALE 1/2' = 1'-0' N LLL +1" �f—z CMU SILL DETAIL SCALE: 1/2' = 1'-0' GARAGE DOOR GARAGE DETAIL SCALE 1/2' = 1'-0' is 10" I BRACKET DETAIL SCALE: 1' = 1'-0' C +2 STUCCO BAND WRB TO BE i i STUCCO o = 3 INSTALLED AT I I 2' 4/4 TRIM SIDING I ' CAULK m LOCATIONS, I I JOINT u TYP. SIDING - 1/4' § BOARD BETWEEN SIDING - TRIM 8' CMU WOOD I COLUMN SHEATHING 4' 5/4 I I RIPPED P.T. TRIM BLOCKING +11/2 �' SIDING STUCCO WOOD BAND SHEATHING a �f. I TRIM P.T. T.O.00kct eASE BLOCKING CMU--' BASE STUCCO �4 - - - o'-o• F . SECTION AT TAPER ELEVATION N.T.S. ' TRIM - - 1/4' BOARD BETWEEN TRIM D- - COLUMN DETAIL SCALE: 1/2' = 1'-0' MC � O 0 ul) \ O O A� Q U co 0 cf N as *PultoGroup- O 1 L M � c o � 0 -jc w m z C f� O !r1FIX0c1 RELEASE DATE: XX/XX/XXXX PROJECT TYPE SPECIFICATION LEVEL I PWte PLAN NAME W i testone NPC CHILD NUMBER 2117.501 SHEET A2,01 Ad = 0 o t— rn y I %i o0 N ROOF PLAN SCALE 1 /8" = 1'-0" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) SIDE ELEVATION SCALE 1 /8" = 1'-0" (NOTE: SCALE 1 /16" = 1'-O" ON 11 x17 PAPER) -ATTIC VENTILATION ZONE 1- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 1255 180720 4.183 602.400 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. # OF SO. FT. SQ. IN. LIN. FT. 1.673 240.960 2 2.510 361.440 59 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SO. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY -ATTIC VENTILATION ZONE 2- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SQ. IN. SQ. FT. SQ. IN. 1072 154368 3.573 514.560 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. I OF VENTS SQ. FT. SQ. IN. LIN. FT. 1.429 205.824 2 2.144 308.736 50 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY -ATTIC VENTILATION ZONE 3- ACTUAL ATTIC AREA TOTAL FREE VENT TOTAL REQUIRED (AREA/ 300) SQ. FT. SO. IN. SQ. FT. SQ. IN. 92 13248 0.307 44.160 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/6.17) SQ. FT. SQ. IN. # OF VENT0 SQ. FT. SO. IN. LIN. FT. 0 0 0.307 44.160 7 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: SERIES CONTINUOUS 121 = 1 SQ. FT./ VENT SOFFIT VENT = 6.17 SQ. IN. (121 SQ. IN. VENT) AREA PER LINEAR FT. NOTE: RIDGE VENTS MAY BE SUBSTITUTED PER MUNICIPALITY (+t/2'), Tm. CUMTY SPEC REAR ELEVATION SCALE 1/8" = 1'-0" (NOTE: SCALE 1/16" = 1'-O" ON 1107 PAPER) SIDE ELEVATION SCALE 1 /8" = 1'-0" (NOTE: SCALE 1 /16" = 1'-O" ON 110 PAPER) 4ml o a 0 0 N S C.9 d o U lItPutte rou O � o o P4 OHO iw 4� 0 Q N � W o � � � A PRODUCT MANAGER RELEASE I nAlT. VV /VV /VVVV PROJECT TYPE Sinele Family SPECIFICATION LEVEL I Pulte PLAN NAME VVWtestone NPC CHILD NUMBER 2117.501 SHEET A2,02 COVERED LANAI CFP W/UGHT ` - FIXTURE wi- LIGiT FIXTURE ;. ► GATHERING ROOM p CAFE / OWNER'S SUITE i ys a CAPPED ��. ,';> CFP W/ ��'� ^-CFP W/ PLATE LIGHT /;'TCAPPED GM <': �:'> FIXTURE j; > PLATE 1-5" v 6'-6• 220V --- 1 R1------- J / ► LZ 00:-------' ' ° i MICRO/HOOD U. — ° o ABV. I R o GFO � � I � � " I WNER'S I � ► I I I �Tp; "' "' TOR R I 11 �------- �� I I — ;BATH GFCI VE R KITC�IN ��I� GFCI L V_r t LAUNDRY R , —�C-� — — 49 =r R �,-----------------� R / WP/ GFCI NOTE ALWAYS L� R LOCALE _ We TO RIB _ WIC � 7HALL r----- OF irkENTRY 2 ► .t---- --it===i — — — — — — — — OR • � _ 220 V \ \ BEDRO M 51 I W_ j I 2 CAR,�ARAGE > / FO R CFP W/ R b GFCI CAPPED 48 FLUORESCENT PLATE GDO IF II - II 0 — — — — — — — — — — — — — ®t —` — — — — FIRST FLOOR ELECTRI SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-0" ON 11x17 PAPER) AL PLAN ELECTRICAL SYMBOLS STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) ([�FCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER ONP/GFCISTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) s ff SWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PC LIGHT FIXTURE - PULL CORD ► e LIGHT FIXTURE - COACH LIGHT - LIGHT FIXTURE - EXTERIOR WALL MOUNT {R,r LIGHT FIXTURE - LED DOWNLIGHT -- LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE SO �MOKE DETECTOR PROTECTED) �EP ELECTRIC PANEL AFq ® SMOKE/CARBON Et METER MONOXIDE COMBO ct; DISCONNECT DETECTOR(AFC1 PROTECTED) EMERGENCY LIGHT T -SPB THERMOSTAT PUSH BUTTON TELEVISION OUTLET SWITCH T� TELEPHONE OUTLET XY GARBAGE DISPOSAL (GFCI PROTECTED) DOOR BELL CHIMES GARAGE DOOR 0 WIFI HOTSPOT Gt OPENER DATA/TV MEDIA /SWP BOX v DATA /TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44" AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66' AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER 2" PVC CONDUIT 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP G COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND I 1 PHASE MLO 200 AMP 2,H ELECTRIC METER IN NEMA PANEL uro 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS �► L III III III III .I I III III III; — 1114 SERVICE GROUND CONNECTED TO CONCRETE ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE M O 0 � O A� v MN�M U 0 bb mA-M �P N a *PulteGroup- 4_�U � w g w C) o w o � � PRODUCT MANAGER RELEASE nA1T. vv wv wvvv PROJECT TYPE SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.11 W FLOOD FIRST FL TO SWITCHED GFCI'S ABOVE IN SOFFIT___________ - R ELECTRICAL OPTION SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1,-0" ON 11 x17 PAPER) OPT. COACH LIGHT 91-n" TRACK, FROM BOTTOM PLATE.TO TOP PLATE, TYP. 9,-n" BLOCKED METAL STUDS�V :IBETWEEN 2x6 WOOD STACKED BLOCKEDA ! METAL STUDS, TYP. i WOOD BLOCKING INSIDE METAL TRACK, FROM BOTTOM PLATE TO TOP 01, w Od, END NAILS, TYP. vl PoAoo �9 004. LOCATION ploo ,11 LOCATION Rro /100, / 'A 1 0, Ilk 2" CONDUIT CHASE TO RUN DOWN TO BOX ADJACENT - TO STANDARD DUAL MEDIA OUTLET TV WALL MOUNT BRACING AL .N.T.S. I� ELECTRICAL SYMBOLS 1 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) f�i STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) oCI STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER #NP/GFCISTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) ffSWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY LIGHT FIXTURE - CEILING MOUNT F0- LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -0-PG LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT - /�- LIGHT FIXTURE / VAPOR PROOF L3 LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE r LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE OS DETECTOR CEP ELECTRIC PANEL �MOKE AFCIMO ® E/CAPROTEBOED) SMOKE/CARBON E ELECTRIC METER MONOXIDE COMBO cS DISCONNECT DETECTOR (AFCl PROTECTED) EMERGENCY LIGHT T THERMOSTAT -OPB PUSH BUTTON TELEVISION OUTLET SWITCH T TELEPHONE OUTLET GARBAGE DISPOSAL (GFCI PROTECTED) DOOR BELL CHIMES GARAGE DOOR 0 WIFI HOTSPOT OPENER DATA/TV MEDIA /SWP BOX DATA rn OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44' AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66' AFF 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER L-2" PVC CONDUIT 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM ELECTRICAL RISER DIAGRAM NOT TO SCALE VO SER CABLE 150 AMP O COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND I 1 PHASE MLO 200 AMP ELECTRIC METER IN NEMA PANEL uPra 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS AIL III III III III I III III ,III; — 111#4 SERVICE GROUND CONNECTED TO CONCRETE — ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE c5 a_ N 0 N F- C=.9 a 0 CD CD l'MJ 41 0 O � A� �MM � N U� cq cts 2� N Emma lkPutte rou ,- � M O 00 U CO G � W CZ P4 164 o O w � a � H PRODUCT MANAGER RELEASE DATE: xX /xx /xxxx PRO,IECT TYPE t1. 1 T SPECIFICATION LEVEL IPWte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.12 I L SECOND FLOOR ELECTRICAL PLAN SCALE 1/4" = 1'-O' (NOTE: SCALE 1/8" = 1'-O" ON 1107 PAPER) ELECTRICAL SYMBOLS 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) q STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER *IP/GFgSTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. ® SWITCHED FLOOR OUTLET #220V STANDARD AFCI 220 OUTLET ODW DISHWASHER OUTLET (GFCI PROTECTED) ffSWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT -<)-PC LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT -- LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE r LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE J V OS DETECTOR �EP ELECTRIC PANEL �MOKE AFC, PROTECTED) ® SMOKE/CARBON Et METER MONOXIDE COMBO DISCONNECT DETECTOR(AFa PROTECTED) EMERGENCY LIGHT THERMOSTAT -OPB PUSH BUTTON TELEVISION OUTLET SWITCHT TELEPHONE OUTLET /O/ ?VApBA OTECT OSAL [[� DOOR BELL CHIMES GARAGE DOOR 0 WIFI HOTSPOT G?O OPENER DATA/TVDATA MEDIA /SWP BOX TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44' AFF DEDICATED OUTLET FOR WASHER AND DRYER 32' AFF MICROWAVE / RANGE HOOD 78' AFF BUILT-IN MICROWAVE 66' AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER 14 COPPER L-2' PVC CONDUIT 1/2' PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM -� I�I ELECTRICAL RISER DIAGRAM NOT TO SCALE O 200 AMP 2PH 4/0 SER CABLE COMBINATION SERVICE DISCONNECT SWITCH AND ELECTRIC METER IN NEMA 3R ENCLOSURE 150 AMP 120-240 VOLT 1 PHASE MLO PANEL INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS �`- ELECTRICAL RI D 1#4 SERVICE GROUND CONNECTED TO CONCRETE ENCASED STEEL SER DIAGRAM NOT TO SCALE ALTERNATE c cn 00 0 C A� �MM � U 0 i►�r r"i cf) ctS N � lItpulteGrou 0 O � V � � > H U � o W �:: 7:1 O 0 .c o a w � w pD Q q N PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE SPECIFICATION LEVEL I Pulte PLAN NAME W-Mtestone NPC CHILD NUMBER 2117.501 SHEET E1.21 IN SOFFIT OPT. BEDROOM 2 3'-1 1/2' 3'-1 1/2" R OPT. `- _ <' % ' '.'> �, OPT. ------ - ,1 1 1 i 7'-1" 1 / / HIV; OPT. $ BEDROOM 3 , ' O OP,� o, , i,`. N R / / I O� CV R OPT. BATH 2 SWITCH BELOW ------------------------------------------------------------------------------- WP/GFCI IN SOFFIT WIC O L N i 5-6 1 OPT. r'_a i h" OPT. TVLa1 BEDROOM 4 / 1 1 I I I 1 OPT. 3'-8 1/2"------3'-8 1/2" my 1 1 1 1 I I 1 1 �1 1 1 1 1 1 I 1 1 r / / i OPT. L WIC SECOND FLOOR ELECTRICAL OPTIONS SCALE 1/4" = 1'-O" (NOTE: SCALE 1/8" = 1'-O" ON 110 PAPER) ELECTRICAL SYMBOLS 0 STANDARD AFCI 110 OUTLET (TAMPER RESISTANT) STANDARD AFCI 110 OUTLET - 1/2 SWITCHED (TAMPER RESISTANT) (070 STANDARD 110 OUTLET - GROUND FAULT CIRCUIT INTERRUPTER ONP/(FgSTANDARD 110 OUTLET - WATERPROOF / G.F.C.I. N SWITCHED FLOOR OUTLET 220V STANDARD AFCI 220 OUTLET ®DW DISHWASHER OUTLET (GFCI PROTECTED) ffSWITCH, SWITCH = 3-WAY, SWITCH = 4-WAY LIGHT FIXTURE - CEILING MOUNT ' LIGHT FIXTURE - WALL MOUNT © LIGHT FIXTURE - PENDANT �pc LIGHT FIXTURE - PULL CORD LIGHT FIXTURE - COACH LIGHT �-- LIGHT FIXTURE - EXTERIOR WALL MOUNT LIGHT FIXTURE - LED DOWNLIGHT - LIGHT FIXTURE / VAPOR PROOF LIGHT FIXTURE / EXTERIOR FLOOD LIGHT LIGHT FIXTURE / FAN COMBINATION (EXTERIOR VENTED) O EXHAUST FAN (EXTERIOR VENTED) O CAPPED PLATE LIGHT FIXTURE - 48" FLUORESCENT OPTIONAL PADDLE FAN / LIGHT COMBINATION PREWIRE PROVIDE FRAMING SUPPORT FOR FIXTURE SO SMOKE DETECTOR EP ELECTRIC PANEL (AFC PROTECTED) � ® SMOKE/CARBON ELECTRIC METER MONOXIDE COMBO cS DISCONNECT DETECTOR (AFC PROTECTED) ® THERMOSTAT EMERGENCY LIGHT APB PUSH BUTTON TELEVISION OUTLET SWITCH TTELEPHONE OUTLET /��GFCB ROTD�)SAL Ewr DOOR BELL CHIMES GARAGE DOOR 0 WIFI HOTSPOT Gt OPENER MEDIA /SWP BOX DATA/TVDATA TV OUTLET ELECTRIC MOUNTING HEIGHTS STANDARD RECEPTACLES INTERIOR 18" AFF STANDARD RECEPTACLES EXTERIOR 18" AFF STANDARD SWITCHES 44' AFF DEDICATED OUTLET FOR WASHER AND DRYER 32" AFF MICROWAVE / RANGE HOOD 78" AFF BUILT-IN MICROWAVE 66" AFF NOTE: MOUNTING HEIGHTS ARE TO THE CENTER 0 150 AMP 42 CIRCUIT MAIN METER CIRCUIT BREAKER #4 COPPER L-2" PVC CONDUIT 1/2" PVC 2-2/0 COPPER OR 2-4/0 ALUMINUM PVC 1-1/0 COPPER 1-3/0 ALUMINUM ELECTRICAL RISER DIAGRAM NOT TO SCALE 4/0 SER CABLE 150 AMP G COMBINATION SERVICE 120-240 VOLT DISCONNECT SWITCH AND I 1 PHASE MLO 200 AMP 2PH ELECTRIC METER IN NEMA PANEL uro 3R ENCLOSURE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS �IIL III III III III _� I III III III; — 111#4 SERVICE GROUND -� CONNECTED TO CONCRETE - ENCASED STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE ALTERNATE Z5 a 0 0 N S C9 CL 0 U M�M ^ ' W rV O J+ � 00C:>0 AL0 �MM � N U ~ ri 0 rml U) 41 *PulteGroup- � cn O � U O w .� O o o x � N PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE I Sinele Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET E1.22 THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY COVERED LANAI 1 1 Q 1 1 I 1 I I I 1 I 1 2�_3• I 1 1 1 1 1 1 1 I HB GATHERING ROOM CAFE OWNER S SUITE N N \ N ' I 9'-1 1 /2' � I � I 1 -- '------- J 9-7 1/2 i --� r � oo l DOI I' 1 ----' I• i 4 'TORVANITY LAV I NERI PER SPEC ATi 1 1 1 1 KITCHEN ---- 3 O ° REFRIGERATOR 1,-9. - a P LYVgIEi!3 LAUNDRY —1---------- ----- 6'-71/2' 1 NOTE: ALWAYS —J LOCATE 0 DRYER TO RIGHT WI/1� M — — OF WASHER -____-- W TER CLOSET • VV ENTRY S-7 1/2", PER SPEC ---- ---- M 1 11 9, -5• 3 • E_=======jE===--===j 2'-Z 21-711 21-6 1 l '-8 BEDROOM 5 2 CAR GARAGE 0 FOYER ' II Cm 39 II II = II o 0 --------------------- E a O O N .o 0 0 N 0 N 0 FIRST FLOOR PLUMBING PLAN U SCALE 1/4" = 1'-0" (NOTE: SCALE 1/8" = 1'-0" ON 11x17 PAPER) 0 0 0 00 M v J t\ O A� t� a� U o �Ab � pool r cf) 411 llkPulteGroup- 00 � N Z � � g cz O O 14. o � x � � RELEASE DATE: xx/xx/xxxx PROJECT TYPE SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET pi'll THIS PLAN IS INTENDED FOR PLUMBING FIXTURE LOCATIONS ONLY 1S-5' 5'-3Y2 Inv BEDROOM 2 NVc WATER CLOSET PER SPEC 7 M CVANITY LAV PER SPEC LOFT BATH 2 =/I--] r BEDROOM 3 WIC I BEDROOM 4 L ( I I WIC 3 I I 0 L a a 0 N N 0 N 0 N 0 SECOND FLOOR PLUMBING PLAN CD SCALE 1 /4" = 1'-O" (NOTE: SCALE 1 /8" = 1'-O" ON 11 x17 PAPER) M c'J 45 00 o 0 c\ A a, Q� v QJ 9 VZ!� �co o o *PultoGroup- cn � y a a� Z O N � -�-+ �D cz O o O w p° Q � N � PRODUCT MANAGER RELEASE DATE: Xx XX XXXX SPECIFICATION LEVEL PWte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET P1,21 C) N O N 0 0 A. GENERAL: 1. WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODE: FLORIDA RESIDENTIAL BUILDING CODE 6th EDITION (2017). WHERE MORE STRINGENT CODES ARE ADOPTED, THEY SHALL GOVERN THE WORK. 2. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON DRAWINGS. NOTES ON STRUCTURAL PLANS SHALL TAKE PRECEDENCE OVER THE STRUCTURAL GENERAL NOTES ON THIS SHEET. 3. EXCEPT AS SHOWN ON STRUCTURAL DRAWINGS, REFER TO ARCHITECTURAL, ELECTRICAL PLUMBING AND MECHANICAL DRAWINGS FOR DIMENSIONS, LOCATIONS, SIZES AND CONDITIONS, INCLUDING WINDOWS, DOORS, WALLS, CONCRETE CURBS, PITS, DRAINS, TRENCHES, FLOOR AND ROOF SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, FLOOR AND ROBE OPENINGS, STAIRS, PIPE AND DUCT RUNS, SLEEVES AND HANDERS, ELECTRICAL, CONDUITS AND OUTLETS, ITEMS EMBEDDED OR ATTACHED TO STRUCTURAL MEMBERS, EQUIPMENT, BASES AND ANCHORAGE, ETC. 4. THE ENGINEER'S SEAL APPLES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCIMENT. THE SEAL DOES NOT INCLUDE CONSTRUCTION MEANS, METHODS, TECHNIQUES, OR SAFETY PRECAUTIONS, WHICH SHALL REMAIN THE RESPONSIBILITY OF THE CONTRACTOR. ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DEVIATIONS OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER OF RECORD. 5. ASTM SPECIFICATIONS INDICATED SHALL BE THE LATEST EDITIONS OF THE STANDARDS, UNLESS NOTED OTHERWISE 6. ALTERNATE NAIUNG: PASLODE FASTENERS MAY BE USED ON SIMPSON HARDWARE REFER TO SIMPSON TECHNICAL BULLETIN T-POSIIIVBL06: POSITIVE PLACEMENT NAIL APPLICATIONS WITH PASLODE FASTENERS. B. DESIGN CRITERIA: 1. DESIGN LOADS: ROOF DEAD LOADS METAL ROOF TC DEAD LOADS 10.0 PSF SHINGLE ROOF TC BEAD LOADS 7.0 PSF TILE ROOF TC DEAD LOADS 15.0 PSF ROOF BC DEAD LOADS 10.0 PSF ROOF LIVE LOADS TC LIVE LOAD 20.0 PSF (REDUCIBLE) BC LIVE LOAD w/o STORAGE 10.0 PSF BC LIVE LOAD w/ STORAGE 20.0 PSF FLOOR DEAD LOADS 11.0 PSF WOOD FRAMED DEAD LOAD 11.0 PSF FLOOR LIVE LOADS CO PSF (REDUCIBLE) BALCONY DEAD LOAD 15.0 PSF BALCONY LIVE LOAD 60.0 PSF EXTERIOR WD WALL 18.0 PSF INTERIOR WD WALL 7.0 PSF STAIRS/LANDING 40.0 PSF WIND SPEED PER ASCE 7-10 140 MPH (THE NOMINAL WIND SPEED SHOWN HAS BEEN BASED ON LINEAR INTERPOLATION OF THE SITE LOCATION) INTERNAL PRESSURE COEFFICIENT +/- 0.18 (FULLY ENCLOSED STRUCTURE) RISK CATEGORY II EXPOSURE 'C' 2. ALL GUARDRAILS AND HANDRAILS SHALL MEET THE MINIMUM CODE REQUIREMENT WITHSTANDING A MINIMUM 200 POUND CONCENTRATED POINT LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. ALL IN -FILL COMPONENTS OF THE GUARDRAIL SHALL BE DESIGNED TO WITHSTAND A MINIMUM HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THESE LOADS ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD. DEFLECTION BE THIS GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC273 - ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS. C. FOUNDATION: 1. FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. THE CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING CAPACITY OF 2000 PSF. IS PRESENT PRIOR TO FOOTING PLACEMENT. 2. ALL FILL SHALL BE LEAN AND COMPACTED TO 95% BY HEAVY VIBRATORY ROLLER IN MAXIMUM LIFTS OF 8'. CONFORM TO ASTM D 1557. 3. GRADING, SOIL PREPARATION AND FOUNDATION CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT AND THE BUILDING CODES NOTED ON THIS SHEET. 4. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS PER GEOTECHNICAL REPORT. FLOODING WILL NOT BE PERMITTED. 5. ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. 6. PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6' AND SEALED. D. CONCRETE: 1. CONCRETE SHALL CONFORM TO THE 'BUILDING REQUIREMENTS FOR REINFORCED CONCRETE' (ACI 318 LATEST EDITION) WITH MODIFICATIONS AS NOTED IN THE DRAWINGS AND SPECIFICATIONS. 2. DESIGN BASED ON 2500 PSI, 28-DAY STRENGTH, UNLESS OTHERWISE NOTED. 3. PROTECTION COVER (CLEAR) SHALL BE AS FOLLOWS (U.N.O.): a. CONCRETE PLACED DIRECTLY AGAINST EARTH - 31NCHES CLEAR b. STRUCTURAL SLABS ON GROUND - 1 1/2 INCHES CLEAR c. FORMED CONCRETE WITH EARTH BAGS( FILL - 2 INCHES CLEAR d. WWM USED IN SLABS SHALL BE FULLY SUPPORTED USING CHAIR APPROVED BY THE MANUFACTURER IN THE MIDDLE TO UPPER )i OF SLAB AT 3-FT SPACING OR IN ACCORDANCE w/MANUFACTURER'S SPECIFICATIONS 7. ALL REINFORCING BARS, ANCHOR BOUTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 8. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. 9. CONCRETE PLACEMENT SHALL BE PER RECOMMENDATIONS IN AC 614, AC 301, ACI 318 & AC 332. 10. SLABS ARE DESIGNED AS UNREINFORCED PLAIN CONCRETE SLABS ON GROUND. 11, ONE OF THE FOLLOWING METHODS OF CRACK CONTROL SHALL BE USED: a.) CONTRACTION JOINTS. IF CONTRACTION JOINTS ARE USED, THEY SHALL BE CUT OR TOOLED IN THE SLAB A MINIMUM OF 1'. ALL SAW CUTS ARE TO BE MADE WITHIN 24 HOURS OF THE CONCRETE PLACEMENT. CONTRACTION JOINTS IN A 3.5' SLAB SHALL BE PLACED NO MORE THAN 8-FEET APART IN BOTH DIRECTIONS CONTRACTION JOINTS IN A 4.0" SLAB SHALL BE PLACED NO MORE THAN 10-FEET APART IN BOTH DIRECTIONS b.) 6x6 WI.4xW1.4 WELDED WIRE REINFORCEMENT FABRIC (WINM). c.) MICRO- OR MACRO-SYNTHECTIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE )f TO 2 r IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL E. MASONRY WALL CONSTRUCTION: 1. MASONRY CONSTRUCTION SHALL COMPLY WITH LATEST EDITION OF TMS 402 & 602 / AC 530 & 530.1 / ASCE 5 & 6. 2. MASONRY UNITS SHALL MEET ASTM C-90, GRADE N-1 FOR HOLLOW LOAD BEARING TYPE II MASONRY WITH UNIT STRENGTH OF 1,900 psi ON THE NET AREA (fm = 1,500 psi). UNITS SHALL BE NORMAL WEIGHT, 8' x 8' x 16', TWO HOLE, SQUARE END BLOCKS UNLESS NOTED OTHERWISE UNITS SHALL HAVE A ROUGH TEXTURE FOR STUCCO APPUCATION. 3. ALL MORTAR SHALL CONFORM TO ASTM C 270, TYPE 'S' OR 'M'. 4. COURSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8' AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. 5. VERTICAL REINFORCEMENT MALL BE AS NOTED ON THE DRAWINGS, WITH FILLED CELLS FILLED PITH COURSE GROUT. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND THE BOTTOM AND AT A MAXIMUM SPACING OF 8'-0' U.N.O. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, TYPICAL, UNLESS OTHERWISE NOTED. 7. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 8. ALL MASONRY UNITS SHALL BE LAID IN RUNNING BOND U.N.O. 9. OVER ALL MASONRY OPENINGS IN WALLS PROVIDE UNTELS, CAST -IN -PLACE CONCRETE BEAMS, OR OTHER HEADERS AS NOTED ON PLANS. 10. VERTICAL FILLED CELLS SHALL HAVE A MINIMUM OF (1) i115 BAR LAPPED AND TIED TO THE FOUNDATION DOWEL, AND A STANDARD AC HOOK AT THE TOP, LAPPED AND TIED TO THE HORIZONTAL REINFORCING IN THE TOP OF THE WALL SEE CHART BELOW FOR MINIMUM LAP AND HOOK LENGTHS. REINFORCING STEEL MINIMUM REQUIREMENTS BAR SIZE MINIMUM LAP MINIMUM BEND DIA. MINIMUM AC HOOK #4 20' 3' 10' 15 25' 3-3/4' 10' #6 34' 4-1/2' 11' 17 42' 5-1/4' 13' F. REINFORCING STEEL: 1. WALL BARS AND COLUMN BARS SHALL CONFORM TO ASTM A-615, GRADE 60. FOOTING BARS AND BOND BEAM BARS SHALL CONFORM TO ASTM A-615, GRADE 40 OR GRADE 60. 2. BAR BENDS SHALL BE MADE COLD, IN STRICT ACCORDANCE WITH THE DRAWINGS AND C.R.S.I. LATEST EDITION. NO KINKS ALLOWED. SEE CHART FOR STANDARD HOOK SIZES. 3. REBAR LAP SPUCES ARE TO BE: CLASS V. MINIMUM LAP LENGTH SHALL BE PER CHART UNLESS NOTED OTHERWISE. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL AND HALF MESH, WHICHEVER IS GREATER. 4. FIELD WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE. 5. DOWELS BETWEEN FOOTINGS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE HORIZONTAL REINFORCING. 6. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE VERTICAL REINFORCING. 7. TOLERANCE FOR REBAR DEPTH AND CONCRETE COVER IN FLEXURAL MEMBERS, WALLS, DISCONTINUOUS ENDS OF MEMBERS, AND COMPRESSION MEMBERS SHALL BE AS FOLLOWS: TOLERANCE ON d TOLERANCE ON SPECIFIED CONCRETE COVER d<=8 in +/- 3/8' -3/8. 6x8 in +/- 1/2' -1/2' TOLERANCE FOR LONGITUDINAL LOCATION PLACEMENT OF BENDS AND ENDS OF REINFORCEMENT SHALL BE +/- 2' G. WOOD FRAMING: 1. FRAMING LUMBER SHALL BE SURFACE DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT. ALLOWABLE STRESS REQUIREMENTS OF ALL WOOD MEMBERS SHALL BE IN ACCORDANCE WITH THE 2015 EDITION OF THE NDS. 2. EXTERIOR WALL LUMBER, U.N.O. ON THE PLANS, 20 (MIN) SPF OR SP NUMBER 2 OR BETTER 016' O.C. FOR WALLS 9'-5' OR LESS. 3. INTERIOR LOAD BEARING WALLS SHALL BE 2A SPF 2R SP NUMBER 2 OR BETTER 016' O.C. MAX. (U.N.O.). 4. INTERIOR NON -LOAD BEARING WALLS SHALL BE 20 SPF, SP, OR METAL STUDS 0 24" O.C. MAX. 5. LUMBER IN CONTACT WITH GROUND, CONCRETE, OR MASONRY SHALL BE SOUTHERN PINE PRESSURE TREATED. 6. HEADER FRAMING: a) HEADER SIZES SPECIFIED ON SCHEDULES AND/OR PLANS ARE MINIMUM REQUIREMENTS AND CAN BE UPGRADED TO LARGER SIZE OF SAME SPECIES, GRADE AND PLY COUNT. b.) FOR 20 STUD WALL PROVIDE (1) 20 KING STUD AND (1) 20 TRIMMER AT EACH END OF (2) PLY HEADER, U.N.O. c.) FOR 2x6 STUD WALL PROVIDE: (1) 2x6 KING STUD AND (1) 2x6 TRIMMER AT EACH END OF (3) PLY HEADER, U.N.O. 7. STUD COLUMNS UNDER BEARING POINTS OF GIRDER TRUSSES OR BEAMS SHALL MATCH PLY COUNT WITH )r TOLERANCE (2-PLY MIN), UNLESS NOTED OTHERWISE. AT MULTIPLE 2x STUDS OR TRIMMERS, USE FACE NAIL 16d G.N. AT 8' O.C. FOR EACH, U.NO. 8. SEE FRAMING PLAN FOR DOUBLE TOP PLATE SPLICE CONDITIONS. A 2X6 MAY BE RIPPED DOWN TO A 2X4 AT POINTS WHERE THE TOP PLATE CHANGES FROM 2X4 TO 2X6 IN LIEU OF ANY CONNECTING STRAP CALLED OUT ON PLAN. 9. ALL BEAMS AND HEADERS, DIMENSIONAL AND ENGINEERED WOOD, SHALL BE A MINIMUM OF (2) PLY UNLESS NOTED OTHERWISE 10. ALL TOP LOADED BEAMS AND HEADERS SHALL BE NAILED WITH (3) ROWS 16d GUN NAILS OR 12d COMMON NAILS (MIN) AT 12' O.C. UNLESS NOTED OTHERWISED. 11. ENGINEERED LUMBER, SHALL BE I -LEVEL PRODUCTS OR EQUAL TYPE, SIZE PER PLANS. Fb = 3,100 psi MINIMUM. 12. GUN NAILS ARE ALLOWED FOR ALL WOOD -TO -WOOD CONNECTIONS. COMMON NAILS AS SHOWN IN THE ABBREVIATIONS ON THIS PAGE SHALL BE USED FOR METAL -TO -WOOD CONNECTIONS. 13. ALL FASTENING SHALL FOLLOW TABLE R602.3(1) U.N.O. H. PREFABRICATED WOOD TRUSSES: 1. THE ROOF PLAIN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. THESE ARE PRELIMINARY LAYOUT USED ONLY TO DEPICT THE TRUSS CONNECTORS THAT DO NOT MEET THE SPECIFICATIONS OF THE TYPICAL CONNECTOR AS SHOWN IN THE TRUSS LEGEND. LAYOUTS, TRUSS UPLIFTS, TRUSS REACTIONS, PLY COUNTS AND TRUSS -TO -TRUSS CONNECTIONS ARE TO BE PROVIDED BY THE DELEGATED ROOF AND FLOOR SYSTEM ENGINEER. 2. TOP PLATE HEIGHTS MAY VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24' O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16' (INCHES) O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOND WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. PROVIDE BRACING AND BLOCKING PER BCSI-B3 IN ADDITION TO BRACING AND BLOCKING SHOWN ON TRUSS LAYOUTS PROVIDED BY THE DELEGATED TRUSS SYSTEM ENGINEER. 7. PROVIDE 30 LB. FELT PAPER OR OTHER MOISTURE BARRIER AT ALL CONTACT POINTS BETWEEN TRUSS /NON P.T. WOOD AND MASONRY. A AI (1LI01) A PE. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. J. SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED LUMBER. CAST -IN -PLACE BOLTS SHALL BE 1/2' DIA., EMBEDDED 7'. USE 10" LONG ANCHOR BOLTS AT 2x PLATE UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL BE FULL BODY AND HAVE CUT THREADS OR NOMINAL DIAMETER WITH ROLLED THREADS. 3'x3'xO.229' PLATE WASHERS ARE ASTM/ASME BI&22.1. EXPANSION ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF AC 355.2 AND ICC-ES AC193. PRE -APPROVED EXPANSION ANCHORS SHALL BE: SIMPSON STRONG -BOLT TPER FL PRODUCT APPROVAL 115731.1. SCREW ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ACI 355.2 AND ICC-ES AC193. PRE -APPROVED SCREW ANCHORS SHALL BE: SIMPSON TTEN HD -PER FL PRODUCT APPROVAL F5730.7. CAN ONLY BE INSTALLED IN DRY, INTERIOR OR NON -CORROSIVE ENVIROMENTS, NOT FOR EXTERIOR EXPOSED APPLICATIONS, ADHESIVE ANCHORS IN CONCRETE SHALL MEET THE REQUIREMENTS OF AC 355.4 AND ICC-ES AC30& PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON SET-XP'PER FL PRODUCT APPROVAL F5730.6 OR SIMPSON 'AT-XP'PER FL PRODUCT APPROVAL P6230.1. SIMPSON 'AT-XP' MAY BE SUBSTITUTED FOR SIMPSON SET-XP'. ANCHORS FOR INTERIOR NON -SHEAR WALLS EXPERIENCING ONLY GRAVITY FORCES ARE AS FOLLOWS: a) POWDER -ACTUATED FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF ICC-ES AC70. PRE -APPROVED POWDER -ACTUATED FASTENERS SHALL BE. SIMPSON POWDER -ACTUATED FASTENERS'PER FL PRODUCT APPROVAL F5730.4. b) SCREW FASTENERS IN CONCRETE SHALL MEET THE REQUIREMENTS OF AC 355.2 AND ICC-ES AC193. PRE -APPROVED CONCRETE SCREWS SHALL BE SIMPSON `DTEN SCREWS -PER FL PRODUCT APPOVAL 12355-R4. ADHESIVE ANCHORS IN HOLLOW MASONRY WALLS SHALL MEET THE REQUIREMENTS OF ICC-ES AC58. PRE -APPROVED ADHESIVE ANCHORS SHALL BE: SIMPSON 'SET'PER FL PRODUCT APPROVAL P5730.5. INSTALL ALL POST -INSTALLED ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURERS PRINTED INSTALLATION INSTRUCTIONS AND CURRENT FLORIDA PRODUCT APPROVAL PRE -APPROVED SUBTITUTIONS FOR 1/2' DIAL CAST -IN -PLACE ANCHOR BOLTS AT INTERIOR WALLS ARE AS FOLLOWS: a) 1/2' DIA. SIMPSON STRONG -BOLT 2'W/ MIN. 2 3/4' EMBEDMENT DEPTH AND 4'EDGE DISTANCE. b) 1/2' DIA. SIMPSON TTEN HD'W/ MIN. 3 1/4' EMBEDMENT DEPTH AND 1 3/4-EDGE DISTANCE. c) CONTRACTOR MALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. PRE -APPROVED SUBETUTIONS FOR 1/2' DIA CAST -IN -PLACE ANCHOR BOLTS AT EXTERIOR WALLS ARE AS FOLLOWS: a) 1/2' DIA. SIMPSON 'RTEN HD'W/ MIN. 31/4' EMBEDMENT DEPTH AND 1 3/4'EDGE DISTANCE b) SET-XP EPDXY w/ C EMBEDMENT AN 1/27 DIA. F1554 GR. 36 ATR W/ NUT & WASHER. c) CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING ALL OTHER POST -INSTALLED ANCHORS AS A REPLACEMENT FOR MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. PLACE ANCHOR BOLTS AT 4' MIN AND 12' MAX FROM SILL PLATE END OR FROM A NOTCH GREATER THAN 1/2 THE WIDTH OF THE PLATE, A MINIMUM OF 1 3/4' FROM CONCRETE EDGE, AND SPACED AT 24' O.C. MAX. SILL PLATES SHALL BE TREATED WITH DISOIXUM OCTABO RATE TETRAHYDRATE (DOT) (NER 648) OR ANOTHER LOW CORROSIVE CHEMICAL TREATMENT. DO NOT NOTCH OR BORE LARGE HOLE AT JOISTS, RAFTERS, BEAUS OR PLATES, UNLESS NOTED OTHERWISE. OBTAIN APPROVAL FROM ENGINEER FOR NOTCHES AND HOLES NOT DETAILED. BOLT HOLES SHALL BE 1/16' MAXIMUM LARGER THAN THE BOLT SIZE USE STANDARD CUT WASHERS UNDER BOLT HEADS OR NUT'S AGAINST WOOD. CONNECTION HARDWARE SHALL BE SIMPSON STRONG -TIE WOOD STRUCTURAL SHEATHING: SEE STRUCTURAL DETAILS FOR SIZES AND TYPES OF SHEATHING. K. FIELD REPAIR NOTES: 1. MISPLACED DOWEL NOTE: THIS NOTE IS TO DESCRIBE ALTERNATIVES TO MITIGATE FOR CASTING #5 REBAR VERTICAL REINFORCING AT AN INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT. DRILL A Y4' DIA. HOLE C DEEP INTO THE THICKENED EDGE OF THE SLAB AT THE CORRECT LOCATION. EPDXY A 36' LONG #5 REBAR WITH SIMPSON TYPE 'SET' EPDXY INTO THE DRILLED HOLE FOLLOW THE MANUFACTURER'S REQUIREMENTS REGARDING CLEANING THE HOLE AND MIXING THE EPDXY. AS THE WALL IS BUILT LAP REBAR PER REINFORCING STEEL SCHEDULE (IN GENERAL NOTES) AND BEND VERTICAL BAR 90 DEGREES TO ACHIEVE A If LONG LAP WITH THE CONTINUOUS REBAR IN THE TIE BEAM. IF THE WALL HAS BEEN BUILT, PRIOR TO LINTEL POUR, OPEN THE WALL AT THE CORRECT LOCATION APPROX. 16' HIGH AND 4' WIDE AT THE FLOUR. DRILL HOLE AND INSTALL A 32' LONG REBAR AS DESCRIBED ABOVE. LAP VERTICAL STEEL AS DESCRIBED ABOVE INTO TIE OR BOND BEAM. FORM WALL AND POUR DOWNPOUR SOLID WITH GROUT AS SPECIFIED. ABBREVIATIONS: 2. MISSING OR MISPLACED ANCHOR BOLT (ALTERNATE BOLTING FOR WOOD SOLE PLATES). THIS NOTE IS TO DESCRIBE ALTERNATES TO ANCHOR BOLTS IN THE SLAB AND BOND BEAM BUT DOES NOT APPLY AT STEP DOWN A. PLYWD = PLYWOOD AND/OR CURB CONDITIONS. B. OSB = ORIENTED STRAND BOARD 21 IF THE BOLT TO BE INSTALLED IN THE SLAB MEETS THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED BY THE C. NAIUNG: MANUFACTURER, OR IS AT LEAST 2-Y FROM ANY EDGE FOR )f BOLTS AND 3-)f FOR )f AND Y4' BOLTS, THEN A C.A. 8d = COMMON NAIL STANDARD EXPANSION BOLT EMBEDDED 5' MINIMUM AND THE SAME DIA. AS THE SPECIFIED ANCHOR BOLT MAY BE USED C.B. 10d = COMMON NAIL (SPACING FOR BOLTS AT WOOD SOLE PLATES SHALL BE REDUCED FROM 24' TO 16'). C.C. 12d = COMMON NAIL 2.2 IF THE BOLT TO BE INSTALLED IN THE SLAB DOES NOT MEET THE MINIMUM CONCRETE EDGE DISTANCE AS SPECIFIED ABOVE C.D. 16d = OAW x 31/2' GUN NAIL OR IS TO REPLACE BOLTS SPECIFIED IN BOND BEAMS, THEN INSTAL_ AN T1TEN HD AT THE SAME SPACING AS SPECIFIED ON C.E. EN = EDGE NAILING THE PLANS. TITEN HD SHALL BE A MINIMUM )f x 6', OR AS REQUIRED ON THE DRAWINGS. ALTERNATE CONNECTION IS AN 'SET' C.F. FIN = FIELD NAILING ANCHOR W/SIMPSON TYPE EPDXY THE SAME SIZE AS THE ONE BEING REPLACE W/ A 6' MINIMUM EMBEDMENT C.G. SN = SIDE NAILING SLEEVE ANCHORS ARE NOT ALLOWED. C.H. BN =BOUNDARY NAILING 3. MISSING OR MISPLACED TRUSS STRAP ANCHOR C.I. BF = BOUNDARY FASTENING SEE THE DETAIL IN THESE DRAWINGS. D. AB = ANCHOR BOLT FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8' BUT LESS THAN 1 1/2' FROM THE FACE OF THE TRUSS, A SHIM E. CMU= CONCRETE MASONRY UNIT MUST BE PROVIDED AND NAILS SHALL BE INCREASED TO GO THROUGH BOTH PLYS OF MATERIAL (I.E. 3' NAILS). WHEN GAP IS F. CONIC = CONCRETE GREATER THAN 1 1/2', INSTALL NEW ANCHORS. G. DIA = DIAMETER H. DTL = DETAIL 1. FND = FOUNDATION 4. CMU OVERHANGING SLAB J. MAX = MAXIMUM 4.1 FOR BLOCK OVERHANGING THE SLAB BY )' OR LESS, NO REPAIR IS NECESSARY. K. MIN = MINIMUM 4.2 FOR BLOC( OVERHANGING THE SLAB BETWEEN )" AND 1)f, GROUT THE BOTTOM 3 COURSES OF IN AFFECTED AREA OF WALL L O.C. = ON CENTER 4.3 FOR BLOCK OVERHANGING THE SLAB BY MORE THAN 1 V, CONTACT THE E.O.R. FOR REPAIR. M. SP = SOUTHERN PINE N. SPF = SPRUCE PINE FIR 5. NOTCHED STUDS IN WALLS 0. TYP = TYPICAL STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25% OF THE WIDTH IN BEARING P. U.N.O. = UNLESS NOTED OTHERWISE WALLS, OR 40% IN NON -LOAD BEARING WALLS, OR WHEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD Q. I.L.C. = IN LIEU OF WIDTH IN BEARING WALLS (1-3/8-FOR A 2X4 STUD OR 2-3/16-FOR A 2X6 STUD), OR 60% OF THE STUD WIDTH IN NON -BEARING R. w/ = WITH WALLS (2-1/8-FOR A 2X4 STUD OR 3-5/16'FOR A 2X6 STUD). IF THE MAXIMUM HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN S. WD = WOOD A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/4-m-1/2' T. EE = EACH END SOS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2--r-SDS3 WITH (12)-1/4N3'SDS SCREWS, WHERE '#'CORRESPONDS TO THE U. HDR = HEADER NUMBER OF STUDS IN THE MULTI -PLY. V. J = OPENING JACK STUD W. K = OPENING KING STUD 6. TOP/BOTTOM PLATES NOTCHED TOP /� X. SIM = SIMILAR a. FOR PLUMBING/MECHANICAL UTILITIES Y. ATR = ALL THREADED ROD A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS REMOVED FOR PIPING (EXCEPT WHEN THE SIDE Z. S.C. = SAW CUTS OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT AA. C.J. = CONTRACTION JOINT THROUGH. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 1-1/2'WIDE AND MUST BE AB. DEN = DOUBLE EDGE NAILING FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING (EX. RES). PROTECTION OF PIPING WITHIN THE WALL IS AC. COL = COLUMN REQUIRED WHEN PIPING OTHER IRAN CAST IRON OR GALVANIZED STEEL (I.E. PVC OR ABS) IS CLOSER THAN 1-1/2-TO THE AD. REIN = REINFORCEMENT EDGE OF THE PLATE, OR PLASTIC AND COPPER PIPING IS CLOSER THAN 1-FROM THE EDGE OF THE PLATE THE REQUIRED AE. PLT = PLATE REPAIR IS A GALVANIZED 16-GAUGE STEEL PROTECTIVE PLATE THAT COVERS THE SIDE OF THE PLATE AND AF. CANT. = CANTILEVER EXTENDS TABOVE/BELOW IT (OR AS AN APPROVED ALTERNATE, A STEEL PROTECTIVE PLATE NOT LESS THAN 18 GAUGE THAT AG. SC = BUILT-UP STUD COLUMN EXTENDS 1-1/2-BEYOND THE PIPE ON EACH SIDE). M. MANUF. = MANUFACTURER b. FOR HVAC UTILITIES REPAIR IS THE SAME AS MENTIONED ABOVE FOR PLUMBING/MECHANICAL UEUES EXCEPT WHEN THE ENTIRE PLATE IS REMOVED FOR DUCTWORK A 16-GAUGE METAL TIE SHOULD BE INSTALLED ON BOTH SIDES OF THE CUT PLATE WHERE THE TOP PLATE HAS BEEN REMOVED FROM TWO (2) CONSECUTIVE BAYS, A 3' WIDE STRAP THAT SPANS BOTH BAYS IS REQUIRED (EX. MSTC52) L. JURISDICTION SPECIFIC INFORMATION: 1. FOR ALL PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO, LANAIS, PORCHES AND BALCONIES, %' MINIMUM EXTERIOR C RADE SOFFIT BOARD WITH A GEMENTITIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE THE SOFFIT BOARD PRODUCT WOULD N® TO BE ATTACHED PER MANUFACTURER SPECIFICATIONS. THIS APPLICATION WOULD BE IN COMPLIANCE WITH R703.1. 2 THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. IN SO LONG AS THE KAYCAN VINYL SOFFIT IS INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTALLATION REQUIREMENTS AND ICC-ES EVALUATION REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R703.1 w: v. aAp On�s:r v5 . Roof Pressures Wall Pressures Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 16.4 -26.0 16.4 -45.3 16.4 -66.9 28.4 -30.8 28.4 -38.0 DESIGN PRESSURE CALCS PRESSURES SHOWN ARE MINIMUM ALL VALUES. VALUES ARE TO BE INCREASED AS REQUIRED BY MORE STRINGENT LOCAL REQUIF , NODESIGN .R ....._.., . ..v . Description Zone Width (ft) Height (ft) Effective Positive Pressure (psf) x.. Negative Pressure (psf) Area (ft2) 16070 OHGD --- 16 7 112 24.2 -26.9 8070 OHGD 4 8 7 56.0 25.3 -27.7 6080 SGD 4 6 8 48.0 25.6 -28.0 25SH 4 3 5.25 15.8 27.7 -30.1 25SH (2) 4 & 5 6 5.25 31.5 26.5 -28.9 25SH (3) 4 9 5.25 47.3 25.6 -28.0 4010 FIXED 5 4 1 4.0 28.4 -38.0 3080 DOOR 4 3 8 24.0 26.9 -29.3 3050SH 4 3 5 15.0 27.8 -30.2 16080 SGD 4 16 8 128.0 24.0 -26.4 26SH (2) 4 & 5 6 6 36.0 26.2 -32.0 2030 FIXED 4 2 3 6.0 28.4 -30.8 (2) 2050 SH & 3050 SH 4 & 5 7 5 35.0 26.3 -29.8 )WABLE DIENTS C.OA.# ARCHITECTURE: AA26002802 5 a N N 2 c� 0 v v M0 � M 0 ♦ O A� Q� N v� Urmi 0 bb �b N I� *PulteGroup- 44 i v o r r� M Q� Q N G.) +, .� 43 W c o MWM UO O O 11 PRODUCT MANAGER RELEASE I nATr. " /vv /vvvv C.O.A.# ENGINEERING: PROJECT TYPE 2, 49 Single Famfl O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86025 FLORIDA pulte 10/15/20 l NAME �� 'y • `��' PLAN hitestone NPC CHILD NUMBER "°' M - 2117.501 wTE OF lye: SHEET Sol IWAL tills (1) #5 REBAR wl 25" LAP U.N.O. 8' OR 12' SQUARE OR ROUND C.M.U. 8" C.M.U. FINISH PER ELEV. COL PER PLAN of -off SLOPE FINISH GRADE 00 PAVERS PER SPEC.-J MONOLITHIC FOUND. ------ W/ (2) 14 DIA. RODS CONT. ON CHAIRS 9' STARTER CONCRETE FOOTING--`� COURSE PER PLAN PER PLAN ALT. CMU' SEAT 0 -1)r 1�01 EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB (F—w-� MASONRY COL. ON SPREAD FTG. (Pavi SCALE. 1/N'-0 � 0. tTERS PER ARCH :PER ARCH -4 1-4-Vll 2 S Y 8 C.M.U. BLOCK FILLED SOLID w/GROLIT 85 CD Cl- m 4' C.M.U. BLOCK PER ELEV. E5 < Af\ 0'-0" SLOPE Af\ 0'-0" 1 d SLOPE 25- LAP MIN. (1) #5 REBAR sn Lu Q LJ Cr CD PAVERS OR SLAB PER SPEC.co CONCRETE FOOTING CONCRETE FOOTING PER PLAN PER PLAN PER PLAN PER PLAN wl #1 J�w MASONRY COL. ON SPREAD FTG. SCAIL 1/2'4-0 3/4' RECESS IN SLAB 10 1/2" FINISH FLOOR — GARAGE 8' C.M.U. WALL FINISH PER ELEVATION 3/4' RECESS IN SLAB FINISH FLOOR SLOPE -7::l MONOLITHIC FOUND. wA2) #4 DIA. RODS CONT. ON CHAIRS. RECESSED SILL ' SCALE. 11r=I'-0 RECESS WITH PAVERS 2x AT 241C. MAX. 2x P.T. PLATE SECURED TO SLAB w/ Vk Y POWER ACTUATED FASTENERS OR TAPCONS 0 16- at OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE GUN KkILS 6 12 O.C. I STEP PER PLAN SLOPEE (1) #4 ROD CONT. ON 6 �vZ—CHAIRS UNO STEP CONDITION THICKENED SLAB @ GARAGE (NON -BEARING) a 1-0$ q 1'-4* 0 2 STORY 2x P.T. RATE SECURED TO SLAB w/ 5' POOR ACTUATED FASTENERS OR TAIM 0 16- O.C. OR (2) ROWS 12d GUN WS 0 if O.C. START SLOPE HERE 2D SLOPE FLUSH CONDITION --,)-SCALE: 1/2'=1'-0 CORNER BAR WITH 25' VERTICAL DOWEL MIN. LAP SPUCE EACH AS REQ'D IN PLANSIDE. SAME SIZE AS CLEAN COMP) CONT. FOOTING STEEL ALTERNATE TO CORNER NUMBER OF CORNER SPLICE: PROVIDE OX *- BARS EQUALS NUMBER STEEL REINF. BARS BENT I . - t. . .... . CO., I * ' OF CONT. BARS AT CORNERS TO COMPLY WITH THE INTENT OF THE BUILDING CODE NUMBER OF REBAR ' PER PLAN 25 MIN. PVC SLEEVE UP SPUCE l'-,r 0 2 STORY F12 REINF. PLACEMENT AT FTG. CORNERS F13 BEARING PENETRATION DETAIL SCALE: 1/2'-4-0 FINISH GRADE (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2' CONC. SLOPE SLAB THICKENED SLAB EDGE SCALE- 1/2'4-0 SCAM 1/2'4-0 MWA 204 ;W/o Rio AlIntm 0 ing M REINF. PER PLAN 8' OR 12' SQUARE REINF PER PLAN CMU COL PER w/30" LAP MIN. OR ROUND C.M.U. W/30 LAP MIN. PLAN COL PER PLAN SLOPE PAVERS OR SLAB PER SLOPE CD *101 t.' I SPEC. CID LIJ m C.D Ic 'c=> CONCRETE FOOTING PER PLAN CONCRETE FOOTING PER PLAN PER PLAN 41 PER PLAN i MASONRY COL ON SPREAD FTG. (Concrete) (*) MASONRY WALL CORNER ON SPREAD FTG. i 8° C.M.U. BLOCK FILLED SOLID w/GROUT 4* C.M.U. BLOCK PER ELEV. 25- LAP MIN. (1) #5 REBAR C CD = C b z 8' C.M.U. WALL FINISH PER ELEVATION )NOUTHIC FOUND. 1(2) 14 DIA. RODS AT, ON CHAIRS. 2x AT 24"O.C. MAX -1/2' G.W.B. EA. SIDE 8" C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. wA2) #4 DIA. RODS CONT. ON CHAIRS PAVERS TYP. 110-- U 4 (1) 14 BAR CONT. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM SCALE- 1/2-4-0 Vm 11f=1I-0 (1) #5 REBAR AT EACH - FILLED CELL MASONRY COLUMN #5 BAR w/ 25' CMU STRUCK BOTH WAYS PER PLAN MIN LAP SLOPE • L'i m cc uj PAVERS OR SLAB PER SPEC. CONC. FTG. PER PLAN PER PLAN 01 MASONRY COLUMN ON SPREAD FTG. Eaverls —#5 REBAR w/25' MIN LAP Lm" ZR POURED CURB - I . FINISH GRADE - —MONOLITHIC FOUND. wA2) #4 DIA. RODS CONT. ON CHAIRS V-0, L 1"!4! 0 2 STO'RY CMU COL PLAN -O'-O" SLOPE ldk \-F i--. , : CONCRETE FOOTING PER PLAN PER PLAN MASONRY WALL CORNER ON SPREAD FT vm 11f=1'-0 SCALE 1/2*=1'-0 '-.S�CAIL-1/2�=l'-o 26gl2* 0 IMPACT D DOOR PER SPEC GROUT BED C!S PAVERS PER (3 DOOR PER SPEC (THICKNESS VARIES) DOOR THRESHOLD SPEC 'THICKNESS VARIES) DOOR THRESHOLD PER PLAN SLOPE PAVERS PER SPEC R 40'-0' F.E. No----w SLOPE -0" 6 D as PAVERS (THICKNESS E 0i —#5 REBAR W/25' MIN LAP LO m PER PLAN I BRICK PER PLAN >< THRESHOLD 00 EE31E 4 (3 MONOLITHIC FOUND. Lj V-0. MONOLITHIC FOUND. 11•-08 W/ (2) 14 DIA. RODS MONOLITHIC FOUND. is q 11 -ON L wA2) 14 DIA. RODS CONT. ON CHAIRS wA2) 14 DIA. RODS l'-4! 0 2-STORY 1-4 0 2-STORY CONT. ON CHAIRS CONT. ON CHAIRS I FLUSH BRICK ?-4! 0 2 ST&Y EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers THRESHOLD EXTERIOR DOOR SILL Q ENTRY (Concrete) -SbE SCALE 1/2*=1'-0 2X AT 16* D.C. W/ ,k 2X AT 16' D.C. W/ 112' GWB EA. SIDE SEE HEADER/UNTEL PLAN FOR 1/2' GWB EA. SIDE SEE HEADER/UNTEL PLAN FOR ASSOCIATED WALL DETAIL 2' ASSOCIATED WALL DETAIL SPECIFYING ANCHOR REQUIREMENT START SLOPE HERE SPECIFYING ANCHOR REQUIREMENT STEP PER PLAN �S�LOPE "OPE: (2) 14 ROD CONT. (2) #4 ROD CON1 ON CHAIRS 6* 11-0m 10 1/2' ON CHAIRS - 10 1/2, 1- 11-01, (10 1/2' STEP CONDI ON 1, 4THICKENED SLAB @ GARAGE (BEARING) - ) SCALE: 1/2-4-0 PENETRATING 8' C.M.U. FINISH PER ELEV. FINISH FLOOR TYP.) (1) 4 REINFORCMENT LOOP TIE14" BAR CONT. MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS CONC. PER SCHEDULE 4" J SLOPE TO DRAIN '11, fi SHOWER RECESS SCALE: . 1/2*=I'-O VERIFY LOCATION (1) #5 REBAR w/30" LAP Mll FINISH GRADE PLAN MASONRY WALL ON CONTINUOUS FTG. SCALE- 1/2*=I'-0 FINISH GRADE PER PLAN SCALE- 1/2*=I'-0 SEE HEADER/UNTEL PLAN FOR ASSOCIATED WALL DETAIL SPE"G ANCHOR REQUIREMENT (2) 14 DIA. RODS CONT. ON d CHAIRS V-0. 10. THICKEND SLAB @ INTERIOR WALL SCALE: 1/2-4-0 -2X AT 16' O.C. W/ 1/2' CWB EA. SIDE C.OA.# ARCHITECTURE: AA26002802 C.OA.# ENGINEERING: 29349 11 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 0 BENJAMIN NIESE, PE P.E.#06025 FLORIDA 10/15/20 DATE ... No. 8"6 40 # AtOR19 MAI. C! 00 %. C=) 00 0N 4.5 Clq u lkPulte r"oup- PRODUCT MANAGER - - I RELEASE DAM xx /xx /xxxx PROJECT TYPE Single F*ly SPECIFICATION LEVEL Ptflte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S1.0 I v a� 0 U U N 0 N 0 FOUNDATION PLAN oc CC CC 26'-0' Nsi24'x24"x12" CONC FTG w/ #4 REBAR 0 6' O.C. EA WAY 40'-O" 11'-8" - 24"x24"x12' CONC FTG w/ - J4 REBAR 0 6" O.C. EA WAY 7 Sib 14'-0" I M N. S1.0 F11 W o F03G F11 S1.0 S1.0 S1.0 -- o OUTDOOR w/OPT. SCREEN w/OPT. SCREEN o KITCHEN i ENCLOSURE ENCLOSURE , o 1 a' 0" 8' 6'-8' 8" 3'-6' 10'-2a 8• 3,-0. 8• 1-0, 8• 31-0• F121 S1.0 VERIFY M.0 VERIFY M.O. VERIFY M.O. ------------------ ------------------ -------------------- _ ---------- ---------- - _ _ - II ' I o 1 1 1 Fo1 a FO7 S.C. ; I I I ' ' ' o ' iI I I� II I I.i I N a N O I M O'-ON I N I I I I o I I I I I , I. , I S.C. I : I ' 3'-01/2" 9' 6'-61/2" 11 6'-101/2" M 1 STORY 24"x24"x12' CONIC F10 $1.0 1 STORY ; I o I ' 2 STORY FTG w/ #4 REBAR 0 6' O.C. EA WAY _ - - - 2 STORY >- Co I L JN � I 18'-2 1/ I ' 14'-8 3/4" 7'-1" • � ao to II O I r----- — — — ---------------------------- — ----_- $1.0 --�------- . S.C. 1 I Co I I , �FlQ 1 I a I , d -10 1/2" I I 1 , ' I • I I I I , I I I II LJ 1 1 1 I , Ln I i a REFER TO ARCHITECTURE FOR I I FOB 51 2' 1, `;' ACTUAL WALL LOCATION S1.0 Lo In I I CV ; I , • 1 1 I • 1 START SLOPE M — o a I F26 S1.0 �9 I *VE �' HERE ' ICJD S1.0 1 S.C. II PROVIDE (2) #4x3'-0' F09 LONG CORNER CRACK 41ES I o 00 $1.0 BARS ,o- I SLAB (TYPICAL) CAL) OFI I II 1 O �I F01 F07 I;I �I I '. ni'T I �.. S1.0 $1.0 1 1 o o .a $1.o --� , I I • • • ' • • • rma., • 1 • I S.C. ; cc VERIFY M.O. VERIFY w a 2'-9 " II 7 -0 8 m 3 -11 M.O. 4 -a -0 1.0 I ; • F06 S1.0 I 24"x24"x12" CONIC FTG w/ o 4 REBAR 0 6" O.C. EA WAY :t o C'o I I eta 1 , • F03D F03D S1.0 8" 12'-6" S1.0 20'-0' 6'-10" —on VERIFY M.O. 16'-8" 20'-0" •�Y LEGEND SYMBOLS Q 8x8 FILLED CELL W/ #5 REBAR F8-F21 8x8 FILLED CELL W/ (2)#5 REBAR 0 INSIDE FACE ❑O BxB FILLED CELL W/ NO REBAR REQUIRED 45' CMU - FILL CELLS W/ #5 REBAR a 1202 FILLED Mi W/ (4)-#5 REBAR E ELEVATION INDICATOR - ELEVATION NOTED IS RELATIVE TO FWISfM FLOOR DATUM = 0'-0' DETAL MOTOR FLOOR SLAB NOTES: 3 1/2' Z500 PSI CONCRETE SLAB ON 6ML VAPOR BARRIER LAPPED 6' AND TAPED OVER CLEAN COMPACTED SOIL SLAB REINFORCEMENT FLOOR SLABS SHALL BE REINFORCED BY STEEL REINFORCING BARS AT REENTRANT CORNERS SUCH AS INSIDE CORNERS OF AN 'L' SHAPED SLAB. REENTRANT CORNERS SHALL HAVE TWO PIECES OF REBAR, 36' (914mm) LONG, PLACED DIAGONALLY TO THE CORNER, 12' (305mm) APART, WITH THE FIRST BAR PLACED 2' (51mm) FROM THE CORNER. ALL REINFORCEMENT SHALL BE SUPPORTED TO REMAIN IN PLACE FROM THE CENTER TO THE UPPER 1/3 OF THE SLAB Fat THE DURATION OF THE CONCRETE PLACEMENT. PLUMBING NOTES: REFER TO ARCHITECTURAL PLUMBING FIXTURE PUNS FOR ALL FIXTURE LOCATIONS C.OA.# ARCHITECTURE: AA28W2802 C.OA.# ENGINEERING: 29349 ❑ THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 10/15/20 DATE" '011ilII//1 /, wl NAL ///lilTtt � Cn 40 M O �pO V J O A� U a) N c *PultoGroup- II,L1►T: C 0 V o RELEASE PROJECT TYPE SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET SIM 0 a N N H C7 d O U 0 U-) co r� n , W .15 00 0 VJ CD A a, W V as 0 N � lItPulteCrou P PRODUCT MANAGER RELEASE PROJECT SPECIFICATION LEVEL I Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S2.1 a 0 (V O N H C=9 d Co t'I � W 00 0 � O O A� c U,-4 (u bb cn *PulteGroup- PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE SPECIFICATION LEVEL I Pulte PLAN NAME W7Mtestone NPC CHILD NUMBER 2117.501 SHEET S2,2 O 0 N a 2 AT EA VERTICAL CHORD OF FLOOR TRUSS. LUS26 w/ (8) 0.148"x1-1/2' EA TRUSS TO LEDGER. FLOOR LOW ROOF FRAMING PLAN GENERAL NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR WALL HEIGHTS. 2. REFER TO STRUCTURAL DETAILS FOR STEPPED MASONRY WALL HEIGHT DETAIL. 3. ALL INTERIOR CEILING SHEATHING TO BE GYPSUM. 4. ALL EXTERIOR SHEATHING TO BE MINIMUM 7/16 " APA RATED SHEATHING. 5. FLOOR SHEATHING (IF APPLICABLE) SHALL BE 2' MIN. 6. REFER TO DETAILS FOR ROOF SHEATHING REQUIREMENTS. 7. U.N.O. INTERIOR SHEATHING TO BE GYPSUM AS REQUIRED IN ARCHITECTURAL DRAWINGS. & PROVIDE SOLID BLOCKING FROM ALL BEAMS h GIRDERS TO FOUNDATION BELOW. TRUSS NOTES UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16. 2 ALL TRUSS TO FRAME SCREWS ARE TO BE THE FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC %W. B) MULTI -PLY TRUSS REQUIRE (2)SDWC15600 AT EA PLY. C) (1)SDWC15600 MAY BE USED ON JACK TRUSSES. 3. THESE PLANS ARE ENGINEERED BASED ON TRUSS LAYOUTS AND ENGINEERING PROVIDED BY THE DELEGATED TRUSS ENGINEER. CHANGES OR MODIFICATIONS ARE NOT PERMITTED WTHOUT A LETTER FROM THE ENGINEER OF RECORD. LEGEND NrTR DETAIL INDICATOR CROSS HATCHED AREA INDICATES EXTENT OF GABLE END BRACING TRUSS LAYOUT SHOWN ON THIS SHEET IS FOR EXAMPLE PURPOSES ONLY TO ILLUSTRATE TRUSS TO WALL CONNECTIONS. THIS LAYOUT HAS BEEN PROVIDED BY A THIRD PARTY FOR EXAMPLE PURPOSES ONLY; THE ACTUAL TRUSS MANUFACTURER LAYOUTS ARE TO BE USED FOR ALL STRAP LOCATIONS. PER BUILDING CODE STATUTES, THE ROOF AND/OR FLOOR SYSTEM HAS BEEN DELEGATED TO THE TRUSS MANUFACTURER'S PROFESSIONAL ENGINEER. C.O.A.# ARCHITECTURE: AA260028M C.O.A.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 10/15/20 DATE\0tillrrr �t $TAT la ///rrrlll+�� McM 00 *-1 O �oo 0 VJ O A� U �cq -to �i� N o *PulteGroup- RELEASE PROJECT TYPE ^4 1 T SPECIFICATION LEVEL I PWte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S3.1 u a 0 CV O CV S c� a 0 U ct) r� (L)45 M 0 U) t\ 0 A a, W V� as b N n llkPulteGroup- RODUCT MANAGER P RELEASE DATE: XX IXX /XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL I Pulte PLAN NAME WMtestone NPC CHILD NUMBER 2117.501 SHEET S3.2 CONTINUOUS STRUCTURAL SHEATHING TRUSS ANCHOR PER PLAN STRUCTURAL SHEATHING SEE PLAN AND DETAILS FOR ATTACHMENT DETAIL AT RAISED HEEL PRE-ENGINEERED WOOD TRUSSES AT 2'-0' O.C. MAX. TRUSS ANCHOR PER PLAN FASCIA SEE ARCH. DRAWINGS —2x BLOCKING BETWEEN TRUSSES w/ (3) 8d INTO SUPPORT 0 EA END TO 2x BLOCKING AT =E ADJACENT TRUSS OR TO TOP PLATES SHEATHING EDGES �_ o SHEATHING PER PLAN NOTE: REFER TO ARCHITECTURAL STRUCTURAL SHEATHING CONTINUOUS DRAWINGS AND/ OR TRUSS AT TRUSS HEEL, w/ SHEATHING EDGE OCATION OF BRACING AT TRUSS SCREW THRU MANUFACTURER DRAWINGS FOR NAILING REQUIRED. TOP PLATES TO TRUSS VAULTED TRUSS. SPECIFIC TRUSS PROFILE FRAMING PER PLAN DETAIL AT RAISED HEEL INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS). WHEN 9-1/4' <'D" < 15-1/4': SOLID 2x BLOCKING BETWEEN TRUSSES ATTACHED TO TOP PLATES w/ 8d NAILS 0 6' O.C. - r= N ALONG LENGTH OF BRACED 45- WALL PANELS - - - O O TRUSS SCREW PER PLAN NOTE: ZINUOUS BRACING TRUSS MANUF. REFER TO ARCHITECTURAL DRAWINGS AND/ OR TRUSS MANUFACTURER SHEATHING PER PLAN DRAWINGS FOR SPECIFIC TRUSS PROFILE STUD PER PLAN < INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS). v SHEATHING PER PLAN FRAMING PER PLAN BOND BEAM PER PLAN �// QTRUSS SCREW THRU TOP PLATES TO TRUSS ®TRUSS ANCHOR ATTACHED TO TOP PLATES ON EXT. SIDE OF WALL ROOF TRUSS ON MASONRY R01 "ts ROOF TRUSS ON FRAME R02 STRUCTURAL SHEATHING PER PLAN 20 LADDER FRAMING AT 24' O.C. REQ'D AT OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS TOP CHORD w/ (2] 16d NAILS AT 24' O.C. CONT. 2x4 w/ (2) 12d NAILS 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 20 'L' BACK: 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 20 'L' BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4' TO 13'-0' USE ONE 20 'L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12d's AT EACH END, IN ADDITION TO THE SECOND DIAGONAL, A STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON H5 CONNECTOR. 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING "X" = 10% AT 6° O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK HOUSE WIDTH FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE — SIDE OF BLOCKING. O O —_j X 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE 3 ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48' O.C. 0 APPROX. 45-DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP NAILED w/ (2) ROWS 10d GUN NAILS 0 8' O.C. (2) SIMPSON A23 w/ (8) 10d x 1-1/2' (ONE ON EACH SIDE OF BRACE TO TOP PLATE). SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's `—SHEATHING PER PLAN AT 6' O.C. NOTCH "L° BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2' 0 x 10' CMU ANCHOR BOLTS AT 4'-O' O.C. MAX. w/2"x2" PL STRUCTURAL SHEATHING WASHERS AND 7' EMBEDMENT. SEE PLAN FOR ATTACHMENT Ly _ NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED BEAM PER PLAN. FOR RAKED BEAM AT VAULTED TRUSS w/ 12d's AT 4' O.C. CONDITION, SEE PLAN AND DETAIL / CONT. 20 \ 20 NAILED FLAT TO TOP OF BRACE ('T' 2x6 NAILED CONTINUOUS / BRACE) NAILED TO DIAG. w/ 10d GUN 0 TOP STRUCTURAL SHEATHING SEE P��NAILS 0 8" O.C. BUTT ,DINT ALLOWED SHEATHING SEE PLAN__l (48" MIN MEMBER LENGTH), BRACED FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. FIELD NAILING % BRACE SPLICE SHOWN PER PLAN \ 20 BLOCKING AT 48' O.C. \ / 3 TRUSS BAYS FRAMING 2x6 NAILED 0 BOTTOM WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09 "GABLE END TRUSS BRACING DETAIL GABLE END 2x4 LADDER FRAMING AT 24. OC REQ'D AT (8) 10d NAILS EACH `. o (4)1/400c2-1/4'k ENGINEERED WOOD ROOF TRUSS AT 24" O.C. MAX. OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24' O.C. CONT. 2x6 w/ (2) 12d NAILS CMU WALL STRUCTURAL SHEATHING PER PLAN 2x BLOCKING BETWEEN EA. TRUSS MEMBER OR TRUSS WEB. 2x LEDGER w/2-10d 0 EA. CROSSING TRUSS MEMBER FOR ROOF SHEATHING NAILING SCREWS AT EACH STRAP. (1) SIMPSON HlSM16 CONDTIONS OF USE -(OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (5) CONSECUTIVE LOCATIONS. AT EACH MISSED N 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 lbs. UPLIFT. LOCATION. _ 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. CD MISSED TRUSS STRAP REPAIR R13 (YPICAL CMU WALL CONNECTION) 21 ( 101 RIDGE-' .; GABLE END BOSTON HIP 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1 x6 w/(3) 8d EA. OUTLOOKER 20 OUTLOOKER PER DRAWINGS 20 FASCIA SHEATHING PER PLAN. GABLE TRUSS - OR - PER PLAN 20 BETWEEN EA. OUTLOOKER w/(2) 10d TOENAILS SHEATHING PER PLAN. GABLE TRUSS PER PLAN SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES ATM O.C. ' 20 BLOCKING AT 2'-0" O.C. w/ (2) 12d TOE EDIMENT BLOCKING GABLE EACH END TO TRUSS .n SHEATHING PER PLAN VALLEY SET TRUSSES BOND BEAM PER PLAN AND SCHEDULE META16 AT BLOCKING w 1 4' / / AT 24' O.C. MAX. GAP FROM TOP OF ROOF SHEATHING VALLEY SET TRUSSES VALLEY SET TRUSSES 8" CMU WALL SEE PLAN WALL TO BOTT. OF BLOCKING PQR PLAN AT 24' O.C. AT 24' O.C. FOR VERT. REINF. MIN. 9' LONG 20 GA. FLAT STRAP w/(8) 10d ROOF SHEATHING PER PLAN ROOF SHEATHING PER PLAN WALL BRACING AT NON -BEARING EXTERIOR WALL R07 KM SHEATHING PER - O R - SHEATHING PER - O R - SHEATHING PER PLAN. PLAN. T-.-- I- - - 20 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. one VALLEY SET OVER FRAME 'X' = 10% °X" - 10% OF HOUSE WIDTH a HOUSE WIDTH tt — — 7 x / OX x_ c\ RIDGE' Qt GABLE END GABLE Ix RIDGE„" I' V HIP XX (1) SDWC15600 TRUSS SCREW TO EVERY TRUSS BELOW STRUCTURAL SHEATHING PER PLAN 20 OUTLOOKER FRAMING AT 24' O.C. OVER DROPPED GABLE END TRUSS. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS. — CONT. 20 w/ (2) 12d NAILS —� SIMPSON H10A wA16)8d NAILS MIN. - STRUCTURAL SHEATHING PRE-ENGINEERED WOOD TRUSSES AT 2'-O' O.C. MAX. " TRUSS ANCHOR SEE CONN. CHART BOND BEAM PER PLAN- \ ROOF SHEATHING NAILS ROOF FASTENING ZONES SHINGLE: 7/16' SPAN RATED PLYWOOD OR OSB 8d RING SHANK 0.113" x 2-3/8' 1 2 3 OFFSET DIMENSION "X" = 10% HOUSE WIDTH "X" "X" TILE: 15/32' SPAN RATED PLYWOOD OR OSB PANEL EDGES @ SUPPORTS (1) 6" O.C. 6" O.C. 4" O.C. PANEL FIELD 1 6" O.C. 6" O.C. 6" O.C. METAL; 15/32' SPAN RATED PLYWOOD w/24 GA. 19/32' SPAN RATED PLYWOOD w/26 GA NOTES: 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL 2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES. 3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 107. OF TOTAL HOUSE WIDTH, DIMENSION "X" OFFSET FROM ROOF EDGE. 30' WIDE HOUSE = 3' ZONE, 40' WIDE HOUSE = 4' ZONE, 50' WIDE HOUSE = 5' ZONE, 60' WIDE HOUSE = 6' ZONE R11 ROOF SHEATHING ATTACHMENT DIAGRAM FASCIA SEE ARCH. DRAWINGS 20 PURLIN 0 EA VALLEY TRUSS. NAIL TO COMMON TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURUN w/ 10d GUN NAIL 0 8' O.C. 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. 3 x4 'L" 1. AT VERTICALS 3'-6' TO 6'-6' USE ONE 2BACK.IL x4 "L 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2' BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 2x SHTG. 3. AT VERTICALS OVER 8'-4' TO 13'-0" USE ONE 2x4 BLOCKING "L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF 8° CMU WALL OR LINTEL, SHEATHING PER SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO SEE PLAN FOR PLAN THE SECOND DIAGONAL, A STRONGBACK IS ALSO REINFORCEMENT REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH 'L' BACK WITH (2) 12d's AND ONE SIMPSON H2.5A OR ONE USP RT5 CONNECTOR. SIDE NAIL ALL "L' BACKS AND STRONGBACKS w/ 12d's AT 6' O.C. NOTCH "L' BACKS AT TOP AND BOTTOM. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO — BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" O.C. 0 APPROX. 45-DEG ANGLE. SPUCE DETAIL FOR DIAGONAL 4' LAP WITH 'T" LAP NAILED w/ (2) ROWS 10d GUN NAILS 0 8' O.C. TRUSS ANCHOR SEE CONN. CHART WOOD FRAMING PER PLAN R09B UTCH HIP GABLE TRUSS BRACING DETAIL w/DROPPED GABLE BOSTON HIP CMU 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT \ / EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING .J TO BLOCKING AT 6' O.C. w/ MINIMUM 8d NAILS. BLOC( 8'-O' BAG( FROM GABLE TRUSS ROOF TRUSS PER MANUFACTURER W w/ (5) 12d COMMON 2x6 LEDGER TO FRAME w/(2). f2AAGONAI.BRAgNG NAILS EA. NAND 0 32' MAX SPACING 1/4 x 3 WOOD SCREW 0 16 O.C. BEVEL TOP TO MATCH ROOF PITCH SHEATHING TO TOP NAILER : 8d NAILS 4' O.C. AND 4' O.C. TO RAFTER/SUB-FASCIA PER p� 2x4 FIELD FRAMED RAFTER 016' O.C. MAX IF LENGTH IS LESS THAN 4'-0' USE 2x4 'L' BAG(, SPACING - TOE NAIL ONE SIDE OF RAFTER TO IF LENGTH IS GREATER THEN 4'-O' USE (2) 2x4 '! LEDGERS w/ (2) 12d GUN NAILS. ON OPPOSITE BACKS. NAIL 'L' BACKS w/12d 012'O.C.(NOTCHED :, . SIDE, INSTALL A35 w/BOTTOMS BENT AND 0 TOP w/2-12d TOENAILS ATTACHED TO BOTTOM OF LEDGER & RAFTER 'L' BACK -EXTEND 6' PAST w/ 10d x 1 1/2' NAILS. CONNECT TOP AND LOWER ROOF SHEATHING BOTTOM RAFTER TOGETHER w/ (5) 12d NAILS 2x4 LEDGER TO FASCIA CUT FRAME: PER SPECS SHEATHING PER PLAN) R09C PARTIAL GABLE END TRUSS DETAIL PARTIAL GABLE w/ (2) w/ 1/4' x 3' WOOD SCREW 0 16' O.C. SUSPENDE�DR AFTER STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED — TRUSSES AT 24" O.C. TRUSS ANCHOR PER PLAN BOND BEAM PER PLAN SHEATHING AND SCHEDULE PER PLAN R08B WALL BRACING AT BEARING WALL PRE-ENGINEERED ROOF TRUSSES 0 MAX. 24' O.C. SHEATHING PER ARCH , 10 FURRING AT INSTALLED PER MANUF. MAX. 16' O.C. w/ (3)10d AT EA TRUSS sot EXTERIOR CEILING FURRING SCALE: N.T.S. C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 D THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 10/15/20 DATE ` %%J 111111 J� !r ... .. 0.85025 ATE OF *• At. fill N 0 N c� 0 U o Q) m � 00 O rtz 0 O 00 A� �MM � N "o U N r, *PulteGroup- RODUCT MANAGER IRELEASE I nATC. vv /vv /Vvvv P PROJECT TYPE SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 rSHEET S4.1 Ir 00 ° ° ° ° ° ° ° ° 00 ° ° ° ° OTE: ° 1-1 PROVIDE BLOCKING AT ALL ° i ° i SHEATHING EDGES. ° ° ° ° ° ° ° ° ° ° ° ° ° . ° ° 0: ° k ° ° 1° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° L SPACING AT ° ° ° ° ° ° ° ° ° ° 12� IN FIELD ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° EXTERIOR WALL SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16' SHEATHING 8d 3' O.C. 3' O.C. 12' O.C. ALL EDGES SINGLE NAIL EDGE SPACING 1/2 s 01 �1/2' —I DOUBLE NAIL EDGE SPACH �-2x4 BLOCKING STUD SPACING PER STRUCTURAL SHEATHINJ PERG SHEATHING SPLICE -SAME THICKNESS AND STRENGTH AXIS ORIENTATION AS WALL SHEATHING W01 TYPICAL SHEATHING DETAIL DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STU[ 2x P.T. PLATE SECURED TO SLAB w/ 3' POWDER ACTU, FASTENERS OR TAPCONS 0 O.C. OR (2) ROWS 12d GUN NAILS 012' O.C. W11 OAD BEARING WAL DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STUD 2X P.T. SOLE PLATE w/ 1/2" DIAM. ANCHOR BOLTS (10 + 2) AT 32" O.C. MAX. w/7" EMBEDMENT OR 5/8" DIA. EXP. BOLTS AT 24" O.C. W/1800 # ALLOWABLE TENSION MIN. OR 1 /2" DIA EXP. BOLTS AT 24" O.C. W/1200 # ALLOWABLE TENSION MIN. ALSO AT CORNERS & JAMB w/ 30 PLATE WASHERS Xx EXTERIOR GABLE END SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED 7/16' MIN gd 3' O.C. 3' O.C. 12' O.C. ALL SHEATHING EDGES W021GABLE END SHEATHING DETAIL EXTERIOR CONC.WALL •, . • i GARAGE DOOR AND •a TRACK, INSTALLED PER MANUFACTURERS SPECIFICATIONS. STUDS AT 16' O.C. 2x6 WOOD BUCK ANCHORED TO CMU w/ 1/2'x6' 'L' BOLTS OR 5/8'x6' SIMPSON TITEN HD'S w/ 2' WASHERS AT 24' O.C. & 4THING PER PLAN — — — WITHIN 6' OF TOP AND BOTTOM. OR (2) ROWS OF 1/4%3' MASONRY SCREWS 0 12' O.C. STAGGER ROWS 6' FRAME M BUCK M MASONRY REFER TO FOUNDATION PLAN FOR FOOTING SZE AND LOCATION ® EA STUD 2x STUDS AT 16" O.C. SHEATHING PER PLAN BOTTOM PLATE CONNECTOR: (3) SDWC15450 SCREWS ® EA STUD REFER TO FOUNDATION PLAN FOR FOOTING SIZE AND LOCATION WALL w/UPLIFT W10 LQ_QD�BE_®RINW AT CMU WALLS USE 2x P.T. ATTACHED TO BLOCK OR LINTEL WITH POWER DRIVEN FASTENERS AT 12" O.C. FASTENERS TO BE 1/8' DIA. MIN. AND EMBEDDED 3/4' MIN. MINIMUM SHEAR CAPACITY TO BE 150 f 2x ANGLE AS REWIRED w/ (2) 10d TOE NAILS AT EACH END. STRUCTURAL SHEATHING REQUIRED AT 2 SIDES AN WINDOWS AND DOORS AND AT ENTRIES WITHOUT BARREL FRAMING. SHEATH OUTSIDE ONLY WHEN BARREL FRAMING IS USED. 0'-16' MAX. GAP 20 ALL w/ 2' MAX GAP BETWEEN BLOCKS. BLOCK AS REQUIRED AT WINDOW FASTENER LOCATIONS. 1x P.T. SHAM NOTES: ALTERNATE ARCH TOP MINOR CHANGES MAY OCCUR ACCORDING TO INDNDUAL OPENING. IF WNW OR DOOR IS INSTALLED IN OPENING SEE 'TYPICAL WINDOW AND DOOR ATTACHMENT DETAIL' FOR INSTALLATION DETAIL WHERE WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE FASTENER MUST EXTEND THROUGH 1x SHIM INTO BASE MATERIAL ALTERNATE ARCH TOP PER THE MANUFACTURER'S RMS10 RECOMMENDATIONS. ARCH FRAMING DETAIL W13 EXTERIOR CONC.WALL 1/4' DRIVE-IN ANCHOR GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPECIFICATIONS. —%. a .. !� .Q � i : `1/2' x 2 1/4' HILTI SLEEVE ANCHOR OR EQUAL MIN. 1 1/2' EMBED INTO MASONRY. (1) PER BRACKET FRAME M MASONRY ,�PICAL GARAGUD OO R ATTACHME4TD ETAIL rr w Y INT FINISH WOOD BUCK ATTACHMENT: 1x WOOD 1x_ CUSTOM PT BUCK TO MASONRY. MATCH FRAME WIDTH, ATTACH w/'T" 1X PT BUCK NAILS 04" FROM ENDS AND 12' O.C. REMAINDER. ATTACH WINDO THRU BUCK INTO MASONRY PER FLORIDA PRODUCT APPROVAL ATTACH WINDOW PER FLORIDA PRODUCT APPROVAL SILICONE SEALANT FINISH PER ELEAVATION ►a141Rill MIR, 2z OR GREATER BUCK TO MASONRY BUILT-UP THICKNESS <2 1/4" = 1/40' TAPCONS 04" FROM ENDS AND 12' O.C. REMAINDER. w/1 1/4' EMBEDMENT W141TYPICAL WINDOW ATTACHMENT DETAIL jm INT FINISH WOOD BUCK ATTACHMENT: 1x WOOD 2x OR GREATER BUCK TO MASONRY BUILT-UP THICKNESS <2 1/4' 2x PT BUCK = 1/4"00' TAPCONS 04" FROM ENDS AND 12" O.C. REMAINDER. w/1 1/4" EMBEDMENT ALTERNATE: ACH DOOR PER RIDA PRODUCT 'ROVAL Y MOULD SH PER ELEAVATION TYPICAL DOOR ATTACHMENT DETAIL W15 STRAP INSIDE FACE OF WALL PER MTS16 FROM EA. TRUSS W10 WHEN TRUSS STRAPS TO HDR. INSTALLED ON INSIDE < (NON -SHEATHED) FACE OF WALL EDGE NAIL SHEATHING SIMPSOV H2.5A � TOP &BOTTOM OF PER PLAN DBL 2X TOP PLATE. BOTTOM 2X OF TOP CRIPPLES AS REQ'D, PLATE TO BE SPLICED OVER A STUD. OPENING FRAMING (JACK STUDS ONLY) STRAPPING AT INTERIOR PROVIDE 48' LAP SPLICE w/ (3) 10d FACE PER PLAN COMMON NAILS AT ENDS. NAIL PLATES DBL 2X TOP PLATE BOTTOM 2X OF TOP CONE w/ 10d COMMONS AT 16' O.C. PLATE TO BE SPLICED OVER A STUD. 00 PROVIDE 48' LAP SPLICE w/ (3) 10d COMMON NAILS AT ENDS. NAIL PLATES HEADER PER PLAN, (2) PLY (6) 10d NAILS KING STUD TO CONE w/ 10d COMMONS AT 16' O.C. MIN. ADDTIONAL JACK STUD HEADER (MIN. 3 EA. PLY) AND CONNECTORS (6) 10d NAILS KING STUD REQUIREMENTS PER PLAN. TO HEADER (MIN 3 EA PLY) (1) SIMPSON LSTA24 w/ (18) 10d FASTEN WALL SHEATHING NAILS U.N.O - CENTER ON BOTTOM (1) SIMPSON LSTA18 AT 3' O.C. ALL AROUND HEADER CENTER ON HEADER. OPENING CONNECT WALLS PER W10 DETAIL ®— STRUCTURAL SHEATHING PER PLAN INTERIOR NON -SHEATHED WALLS (ON OPPOSITE SIDE OF WALL) DOUBLE SILL AS REQ. FOR 2x STUDS AT 16' O.C. SHUTTER ATTACHMENT 2x STUDS AT 16' O.C. '— - SHEATHING PER PLAN ®IXTERIOR WALLS AND SHEAR WALLS (ON OPPOSITE SIDE OF WALL) EDGE NAIL SHEATHING I I I I (1) SP4 TO KING & JACK STUD U.N.O.- PER PLAN I I I I EDGE NAIL SHEATHING PER PLAN II II _L_JL < NOTE: FOR EXTERIOR BEARING WALLS ONLY 1AI„9TYPICAL FRAMED BEARING WALL I►nvv ►M EBAR, CONT. IN I BEAM BEAM PER PLAN EBAR VERTICAL ED 25" MIN. U.N.O. EBAR VERTICAL IN I FILLED CELLS, PLAN). EBAR VERTICAL ED 25' MIN. U.N.O. CLEAN OUT AT ALL D CELLS. FOUNDATION PLAN DETAILS FOR FOOTING -ORCING. iv Lmr i i rimy W19 IMPICAUFWLED CELL DETAIL STD C0lm PER PUN K SOS SCREW o 16' at - STAGGE 8 EACH SIDE OF POST (RESULTING N 6' O.Q UD COUAIIS PER PUN 00A1 SPACIIG) 4-PLY: Y4 x 5' SDS SCREWS 5-PLY: Y, x 6' SDS M MiS 6-PLf Y x 6' SDS SCREWS 7-PLY: Y x B' SDS SCREWS CS16 OR EQUIV. (TOP, MOOIE AND BOTTOM) d NMRS 0 6' O.C. (2)10d NMS 0 6' aC. (W FL ) P13IIdBY.lE1H� 1STUD PACK DETAIL FOR (4) PLY OR MORE SM COLUMNS TRUSS BOTTOM CHORD PER MANUF. 0 24' O.C. EDGE NAIL SHEATHING TO TOP PLATE AND TOP AND BOTTOM OF HEADER PER PLAN HEADER PER PLAN, (2) PLY MIN, ADD JACK/KING STUDS AND CONN. REQ. PER PLAN. DOUBLE UPPER SILL AS REQ. FOR SHUTTER ATTACHMENT EXTERIOR WALLS & SHEAR WALLS ONLY, FASTEN SHEATHING AT 3' O.C. ALL AROUND OPENING DOUBLE SILL AS REQ. FOR SHUTTER ATTACHMENT II II II II II II II II II II II II =L1_JL NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING, INTERIOR SHEAR WALLS AND EXTERIOR WALLS w/ SHEATHING PRECAST LINTEL GRAVITY LOAD TABLE 06/29/11 LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: CAST-CRETE, LOTT'S CONCRETE, QUALITY PRECAST CO. MAXIMUM LOAD (PLF) APPROX. LINTEL LENGTH MAX. CLEAR OPENING TYPE A 8" LINTEL 8" TYPE B 8" TYPE C 12" TYPE B 12" TYPE C 14" TYPE B** 14" TYPE C** 16" TYPE B 16" TYPE C 20" TYPE B 20" TYPE C 24" TYPE B 24" TYPE C 28" TYPE B 28" TYPE C 32" TYPE B 32" TYPE C 2'10" 1.6. 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 3'6" 2'2" 2231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 6113 7547 8974 10000 10000 4'0" 2'8" 1783 2561 2751 3280 3820 4890 5961 7034 8107 2561 4605 5206 6113 7547 8974 10000 10000 4'6" 3'2" 1343 1969 2110 1 2992 2931 3756 4576 5400 6224 1969 4375 5206 6113 7019 8672 10000 10000 4'8" 3'4" 1217 1349 1438 1716 1999 2560 3132 3686 4249 1349 3090 4567 5365 4766 5817 7074 8203 5'4" 4'0" 1006 1349 1438 1716 1999 2560 3132 3686 4649 1349 3090 4567 5365 4766 5817 7074 8203 5'10" 4'6" 860 1105 1173 1600 1631 2090 2549 3009 3470 1105 2622 4242 4360 3942 4889 5817 6662 66" 5'2" 710 1232 2177 3738 3480 3031 3707 4383 5061 1232 2177 2738 34W 5381 8360 W25 7590 7'6" 6'2" 570 991 1729 2108 2632 2205 2698 3191 3685 991 1729 2108 2632 3898 5661 4742 5501 8'4" 7'p" 488 699 1160 1516 1626 2564 3486 2818 3302 699 1245 1516 1843 2564 3486 2%4 3387 9'4" 8'0" 416 699 1160 N/A 1625 2564 34M 2818 3302 699 1245 N/A 1843 2564 3486 2964 3387 10'6" 9'2" 354 535 890 N/A 1247 2093 2777 2163 2536 535 1054 N/A 1533 2093 2781 2259 2615 11'4" 10,01, 315 567 MN/A 13M 1846 2423 3127 4006 567 945 N/A 1366 1846 2423 3127 4006 12'0" 10'8" 292 525 873 N/A 1254 1684 2193 2805 3552 525 873 N/A 1254 16M 2193 2805 3552 12' 6" 11'2" 277 471 755 N/A 1075 1428 1838 2316 2883 471 755 N/A 1075 1428 1838 2316 2883 13'4" 12'0" 255 471 755 N/A 1075 1428 1838 2316 2535 471 755 N/A 1075 1428 1838 2316 2883 14'0" 12- B" 239 424 706 N/A 1002 1326 1697 2127 2278 424 706 N/A 1002 1328 1697 2127 2630 14'8" 13'4" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 783* N/A 1234* 1421* 1779* 2188* 2662* 1514" 14'0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 710* N/A 1160* 1331* 1660* 2032* 2459* 17'4" 16'0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 548* N/A 952* 1117* 1379* 1671* 1997* 1914" 1810" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 420* N/A 750* 960* 1177* 1415* 1676* 20'0" 1818"_j N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 340* N/A 598* 845* 1114* 1345* 1 1468* l* PRESTRESSED ** 8" W/2" RECESS U-LINTELS Type A = Unfilled no Rebar, Type B = Continuous Grout, Steel per Plan in Bond Beam Only; Type C = Continous Grout, Steel per plan in Bond Beam & Lintel C.O.A.# ARCHITECTURE: AA260028M C.O.A.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. #t 86025 FLORIDA 10/15/20 DATE 1 I I ifil l/ W,il"' l �� OF /IIiIt /c 00 ° O 0 U � o 00 .15 M U co Rb '2 CMC) N � *PulteGroup- 92 N 421 a �� as a 60 0 N0 cu J 0 N U-) cn O A PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Nte PLAN NAME Whitestone NPC CHILD NUMBER 12117.501 SHEET S4.2 STRUCTURAL SHEATHING. — REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER REQ. PER ELEV. FLOOR JOIST OR TRUSS SYSTEM & DIRECTION PER STRUCTURAL INTERIOR W32 TYP. 2-STORY WALL (2)2x8 HEADER ATTACHED TO FLOOR JOIST w/ 10d NAILS 0 6' D.C. STAGGERED INSULATION AS PER SPECS. 2x LEDGER ATTACHED M (2)2K8 HEADER W/ 10d NAILS 0 6' QC. STAGGERED PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MFGR. DRAWINGS. STROOERS TOE NAILED TO 2x LOW W/ (4) 10d NAILS SHINGLE (OR TILE ROOF PER SPEC) — TRUSS STRAP PER STRUCT. DETAILS 2x THRUST BLOCK W/ (3) 1/4-9 3/4' TAPCON5 TO SLAB OIL TOP OF WALL (REFER TO ELEV.) AL-0'-D" FASCIA PER COMMUNITY SPEC — SOFFIT & OVERHANG PER SPECIFICATIONS 2x THRUST BLOCK( W/ (3) — 1/4'X2 3/4' TAPCON TO SLAB REFER TO 2ND FLOOR JOINT DETAIL RIM BD. OR TRUSS PER 0'-0" - STRUCT. _ TOP OF FLOOR 3�(REFER TO ELEV.) f"'�TYPICAL STAIR I TOP OF CMU (REFER TO ELEV.) BOND BEAM PER PLAN SEE STRUCT. FOR ALL REINFORCEMENT REQUIREMENTS SEE STRUCT. DETAILS FOR VARIATIONS O'—On —FINISHED GRADE MONOLITHIC FOUNDATION, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. K (2)2XB HEADER ATTACHED TO FLOOR JOIST W/ 10d NANS 0 6' at STAGGERED 2X LEDGER ATTACHED M (2)2x8 HEADER W/ 10d NAILS 0 6' O.C. STAGGERED STRINGERS TOE MARS TO 2x LEDGER W/ (4) CLG. JOIST 0 TV O.C. CLa JOIST 0 16' at STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS SECOND ELEV. PER PLANS (2) 2x8 HEADER. SUPPORT NTH KNEE -WALL OR (8) 16d NAILS INTO STUD 0 WALL STAIR LANDiiiG ELEV. & SIZO PER ARCH. PLANS 2x LEDGER ATTACHED TO (2)2x8 2x6 LEDGER SUPPORTED BY ONE OF THE HEADER W/ 10d NAILS 0 6' at FOLLOWING STRUCTURAL SUPPORTS: STAGGERED a KNEE WALL BELOW (JOIST HANGERS NOT REOI M) \\.-max 2x6 FLOOR JOISTS 016' at TO b. (3) 16d NAILS INTO EACH SAID HEADER wAUS26 JOIST HANGERS wA4) (16' O.C. MAX) 10d TD JOIST & (6) 10d TO LEDGER e. (2) I4 x 2 3; CONCRETE SCREW 0 If at TO MASONRY GRASPABLE HANDRAIL; 1 1/4' MN TO i-1/Y MAX aANETER GREATEST VARIANCE BETWEEN LARGEST TREAD AND SMALLEST TREAD SHALL NOT BE GREATER THAN 3/8'. GREATEST VARIANCE BETWEEN TALLEST RISER AND SHORTEST RISER SHALL NOT BE GREATER THAN 3/8'. HANDRAIL BRACKETS TO BE CONNECTED TO FRAYING PER MANa RECOM EYDA110NS �C110N RERM HANDRAN. NTD 1X BACKER K PLAN IF USING PREMANUFACTURED STAIRS, FOLLOW THE DETAILS PROVIDED BY THE MANUFACTURER. FOR NAILING &OTHER REQ. STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS INSULATION AS PER SPEC. FOR NAILING & OTHER REQ. PRE-ENGINEERED ROOF INSULATION AS TRUSSES. REFER TO TRUSS PER SPEC. MFGR. DWGS PRE-ENGINEERED ROOF TRUSSES. ASPHALT ROOF SHINGLE 12 REFER TO TRUSS MFGR. DWG (OR TILE PER SPEC.) �ErtK LEV ASPHALT ROOF MINGLE TRUSS STRAP PER (OR TILE PER SPEC.) STRUCT. DETAILS TRUSS STRAP PER REFER TO PLAN STRUCT. DETAILS u REFER TO PLAN - FASCIA PER COMMUNITY Li SPEC. _ FASCIA PER FASCIA PER COMMUNITY COMMUNITY SPEC. SPEC. ~""' SOFFIT & OVERHANG BOND BEAM PER PLAN PER SPEC. BOND BEAM PER PLAN PRECAST LINTEL PER PLAN OPENING w/ PRECAST SEE STRUCT. FOR SILL PER PLAN ALL REINF. REQ. SEE STRUT. FOR ALL REINF. REQ. EXTERIOR INTERIOR SEE STRUCT. DETAILS FOR VARIATIONS 0'-O' FIN. FL FINISHED GRADE 4� MONOLITHIC FIND., SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH, & REINF. REQ. ATYPICAL 1 STORY WALL SECTION scoi« N TS EXTERIOR INTERIOR SEE STRUCT. DETAILS FOR VARIATIONS OL 0'-0' AN. FL . • .dal, FINISHED GRADE a. MONOLITHIC FND., SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. ,TYPICAL 1 STORY WALL SECTION scdc N TS 2x STUDS, SEE PLAN FOR SPACING AND STRAPPING REQUIREMENTS CONT. 2x PLATE w/(2)16d NAILS 016'O.C. 23/3Y FLOOR SHEATHING NAILED w/8n 'O.C. 0 EDGES & 12' O.C. FIELD NAILI2x BLOCKING 4'-0' O.C. FOR TWO BAYS. NFLOOR SHEATHING TO BLOCKING w/ 8d NAI4' O.C. TRUSS PER PLAN SHEATHING PER PLAN META16 ANCHOR 0 24' STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECiIOIN, SEE PLAN FOR ATTACHMENT 2x STUDS, SEE PLAN FOR SPACING AND STRAPPING REQUIREMENTS CONT. 2x PLATE w/2-16d NAILS 0 EA. JOIST - DIAG. REQ. 0 BLOCKING. NAIL w/ (2) 10d NAILS 23/32' FLOOR SHEATHING NAILED w/8d NAILS 6' 0 E.E. O.C. 0 EDGES & 127 O.C. FIELD NAILING (MIN) FIELD FRAME 2A KNEE WALL OR PRE-ENG FLOOR TRUSS, STUDS 016' O.C. w/ (2)16d NAILS 0 EA END NAILING PER DETAILS T KNOCKOUT BLOCK w/#5 CONTINOUS BAR GROUT SOLID 8' CMU WALL OR POURED CONC. WALI, SEE PLAN FOR VERT REINF. .00R TRUSS/JOIST TO MASONRY WALL H10A 0 EA TRUSS w/ (18) 10dx1-1/2' NAILS TRUSS BOTTOM CHORD — SP2 w/ (12) 10d NAILS TO EA. STUD. INSTALL ON OPPOSITE SIDE IF CONFLICTING w/ HIOA 2x STUDSO 16' O.C. SP1 w/ (10) 10d NAILS TO EA STUD — 23/32' FLOOR SHEATHING NALM w/8d NAILS 6' O.C. 0 EDGES & 12' O.C. FIELD NAILING (MIN) TRUSS/JOIST PER PLAN -1 D:H:I:: IMLN AA110 NT. 2x PLATE w/2-16d NAILS 0 24'0.C. STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTIOIN, SEE PLAN FOR ATTACHMENT NAILING PER DETAILS (4) 16d NAILS RIBBON TO EA. TRUSS 8d NAILS 3' O.C. WAIL SHEARK TO EACH TRUSS (4)16d NAILS RIBBON TO EA. TRUSS NAILING PER DETAILS T KNOCKOUT BLOCK w/J5 CONTINOUS BAR GROUT SOLID 8' CMU WAIL, SEE PLAN FOR VERT REINF. TRUSS PER PLAN —� SHEATHING PER PLAN META16 ANCHOR 0 EA TRUSS OR 0 24' O.C. TO STRUCTURAL RIM IF JOISTS ARE USED ci o FLOOR TRUSS/JOIST w/LET-IN ON MASONRY WALL LSTA12 0 EA TRUSS VERTICAL - BEND 0 BOTTOM PLATE FIELD FRAME 2A KNEE WALL OR PRE-ENG FLOOR TRUSS, STUDS 016' O.C. w/ (2) 16d NAILS 0 EA END LSTA12 0 EA TRUSS VERTICAL - BEND 0 BOTTOM OF TOP PLATE FRAMED BEARING WALL SEE PLAN AND WIO DETAIL SHEATHING PER PUN � / SP2 w/ (12) 10d NAILS TO EA. STUD.---/ FL1C FLOOR TRUSS/JOIST TO FRAMED WALL WITHOUT SHEATHING STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTION LSTA15 MAY BE USED 0 EVERY STUD TO TRUSS OR BEAM IN LIEU OF CONTINUOUS SHEATHING IAL SHEATHING TO BOTTOM 'LATE AND BEAM OR IRDER NTH HORIZONTAL NAILING PER DETAILS UL W Un I Lwn InUJJ ORDER � r�2-STORY CONNECTION @ BEAM w 2x STUDS 016' FLOOR SHEATHING STRUCTURAL SHEATHING CONTINUOUS THROUGH FLOOR CONECTION LSTA15 MAY BE USED 0 EVERY STUD TO TRUSS OR BEAM IN LIEU OF CONTINUOUS SHEATHING NAIL SHEATHING TO BOTTOM TRUSS/JOIST PER PLAN PLATE AND BEAM OR GIRDER NTH HORIZONTAL SHEATHING PER PLAN NAILING PER DETAILS TRUSS/JOIST CONNECTION BEAM OR FLOOR TRUSS TO BEAU PER MANUF. GIRDER 2-STORY CONNECTION @BEAM FL9 C.O.A.# ARCHITECTURE: AA26002802 C.OA.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 10/15/20 DATE{{Ilil ♦ o. 860 1 F AtORt6`?`� //�IIIi111�� N N _9 95 0 U o (1) 45 00 N00 A0% ;.q 8 oN "o V9 0 cz •� cu II V �C � r—I r 0 f� bb N � lipulte ro PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE SPECIFICATION LEVEL Pulte PLAN NAME WTMtestone NPC CHILD NUMBER 2117.501 SHEET .3 E 001 ls� neova't 1 C5 6,J 1p